All Issues

Editorial Note, Issue 1, Vol 17 – 2024

Anne Lemnitzer and Tim Siegel
DOI: 10.37308/DFIJnlVol17No1.e

Surface In-situ Stabilization of Saturated Ash for CCR Impoundment Closures

Lear, P.R.
DOI: 10.37308/DFIJnl.20220316.252

Keywords:
in situ stabilization, ash, impoundments

Observations on the Seismic Loading of Rigid Inclusions based on 3D Numerical Simulations

Gibson, M. & Stuedlein, A.
DOI: 10.37308/DFIJnl.20220513.256

Keywords:
rigid inclusions, seismic response, liquefaction, kinematic loading, amplification

Determination of design parameters for solidification-stabilization soil improvement in retaining structures

Lundberg, A.B., Ramel, C., & Bergman, F.
DOI: 10.37308/DFIJnl.20220801.261

Keywords:
Solidification-stabilization, deep mixing, retaining structures

Comparative Study on Ground Improved by Stone Columns and Ground Improved by Hybrid Concrete Columns

Jung, C., et al.
DOI: 10.37308/DFIJnl.20220512.255

Keywords:
stone columns, hybrid concrete columns, group load tests, load transfer, analytical models

Experimental Investigation of Helical Pile Performance for Loess Deposits Improvement

Eslami, A., et al.
DOI: 10.37308/DFIJnl.20221114.264

Keywords:
Golestan Loess, Helical Pile, Wet & Dry Method, FCV-AUT, Full-Scale Testing, Ground Improvement

Editorial Note, Issue 2, Vol 17 – 2023

Lemnitzer, A. & Siegel T.
DOI: 10.37308/DFIJnlVol17No2.e

Dynamic Behavior of Helical Piles in Dry and Liquefiable Soils using Scaled Shake Table Tests

Orang, M.J. & Motamed, R.
DOI: 10.37308/DFIJnl.20210430.236

Keywords:
helical piles, multiple shakings, dynamic behavior, settlement, shake table test

Axial and Lateral Load Test Performance of Steel Fin Piles

Hubler, J., et al.
DOI: 10.37308/DFIJnl.20230405.272

Keywords:
load testing, fin piles, shape array, modeling

Part I: Selection and Design of Rigid Inclusions

Smith, M., et al.
DOI: 10.37308/DFIJnl.20230303.279

Keywords:
rigid inclusions, ground improvement, foundation support, column supported embankments, rigid inclusions in seismic environments

Part II: Construction and Verification of Rigid Inclusions

Smith, M., et al.
DOI: 10.37308/DFIJnl.20230930.298

Keywords:
rigid inclusions, ground improvement, quality control, field verification

Residual Force and Downdrag Impacts on Static Loading Tests and Design of CFA Piles

Fellenius, B., & Jacobs, S.
DOI: 10.37308/DFIJnl.20221208.268

Keywords:
piled foundations, static loading tests, strain-gage instrumentation, cptu, residual force, downdrag, drag force, settlement, building code

P-Y Lateral Pile Analyses Accounting for Arbitrary Loading Directions and Calibration Uncertainty

McCarron, W.O.
DOI: 10.37308/DFIJnl.20230109.269

Keywords:
finite element, monte carlo simulations, cowden pile tests

Editorial Note – Vol. 16, No. 1, 2022

Lemnitzer, A. & Siegel T.
DOI: 10.37308/DFIJnlVol16No1.e

Application of the Concrete Stressmeter for Augered Cast-in-Place (ACIP) Deep Foundation Testing

Sinnreich, J. & Ryan, W.
DOI: 10.37308/DFIJnl.20180926.185

Keywords:
stressmeter, pile load testing, force distribution, Augered-Cast piles, ACIP

Modified Standard Penetration Test for Illinois Weak Fine-Grained Rocks

Stark, T., Baghdady, A., Osouli, A., Shoup H., & Short, M.
DOI: 10.37308/DFIJnl.20201214.229

Keywords:
Standard Penetration Test, weak fine-grained rocks, shale, mudstones, siltstone unconfined compressive strength, drilled shafts, MSPT

Side Resistance of Drilled Shafts in Weak Fine-Grained Sedimentary Rock

Stark, T., Baghdady, A., Osouli, A., Shoup H., & Short, M.
DOI: 10.37308/DFIJnl.20210408.235

Keywords:
rock socketed drilled shafts, side resistance, weak fine-grained sedimentary rocks, unconfined compressive strength

Fibre-Reinforced Grout for Micropile Construction

Abdlrahem, M. & El Naggar, M. H.
DOI: 10.37308/DFIJnl.20210521.238

Keywords:
hollow bar micropiles, grout, fiber, moment-curvature, lateral capacity

Increase of CPT Cone Resistance in Sand Due to Installation of Press-In Piles

Fellenius, B. & Tan, S. A.
DOI: 10.37308/DFIJnl.20220209.249

Keywords:
Spun piles, CPTU sounding, strain gage instrumentation, installation effect

Editorial Note, Vol. 16, No. 2, 2022

Lemnitzer, A. & Siegel T.
DOI: 10.37308/DFIJnlVol16No2.e

Life Cycle Assessment of Drilled Shafts

Lee, M. & Basu, D.
DOI: 10.37308/DFIJnl.20211026.245

Keywords:
life cycle assessment, drilled shaft foundations, carbon footprint, environmental impact, sustainability

Axial Load Capacity Predictions of Drilled Displacement Piles With SPT- and CPT-based Direct Methods

Figueroa, G., Marinucci, A., & Lemnitzer, A.
DOI: 10.37308/DFIJnl.20220512.262

Keywords:
pile analyses, drilled displacement piles, axial load tests, interpreted failure load, direct CPT methods, direct SPT methods, bearing capacity

A Comprehensive Comparison and Analysis of In-Situ Dynamic and Static Tests of a Cased Drilled Shaft

Tomac, I., Zhu, K., & Wang, Y.
DOI: 10.37308/DFIJnl.20220512.263

Keywords:
cased drilled shaft, soil-structure interaction, pile bearing capacity, PDA testing, full-scale static testing

Combined Effects of Liquefaction-Induced Lateral Spreading and Superstructure Inertial Loads on Pile Foundations

Martinez, J.A., Khosravifar, A., Ebeido, A., & Elgamal, A.
DOI: 10.37308/DFIJnl.20220512.265

Keywords:
Pile foundations, liquefaction, lateral spreading, combined inertial and kinematic loading

Combined Side and Base Resistance in Rock-Socketed Drilled Shafts – A State of the Art Consensus

Axtell, P., Turner, J., Turner, B., Jacobs, S., McIntosh, K., Vega, B., Hertlein, B. & Gómez, J.
DOI: 10.37308/DFIJnl.20221115.267

Keywords:
rock socket, side resistance, base resistance, axial loading, displacement compatibility

Editorial Note – Vol. 15, No. 1, 2021

Lemnitzer, A. & Siegel T.
DOI: 10.37308/DFIJnlVol15No1.e

Resistance Factors at Serviceability Limit State Using the Texas Cone Penetrometer as the Predictive Model

Moghaddam, R. B., Seo, H., Lawson, W. D., Surles, J. G., & Jayawickrama, P. W.
DOI: 10.37308/DFIJnl.20200409.216

Keywords:
serviceability limit state, LRFD, deep foundations, load test, Texas Cone Penetration test, calibration, Monte Carlo Simulation

Full-Scale Load Testing and Extraction of Augered Cast-in-Place (ACIP) Piles in Central Florida

Marinucci, A., Moghaddam, R. B., & NeSmith, W., Jr.
DOI: 10.37308/DFIJnl.20200525.218

Keywords:
augered cast-in-place piles, full-scale load testing, incremental rigidity, tangent modulus, integrity

Geotechnical Resistances of Drilled Shafts in Triassic Basin Sedimentary Rocks

Turner, J. P. & Billiet, W. A.
DOI: 10.37308/DFIJnl.20200701.220

Keywords:
drilled shafts, foundation design, rock sockets, side resistance, base resistance, Triassic Basins, red beds, sedimentary rock, load testing, construction quality control, quality assurance

Skin Friction Directionality in Monotonically-and Cyclically-Loaded Bio-inspired Piles in Sand

Martinez, A. & O’Hara, K.
DOI: 10.37308/DFIJnl.20200831.222

Keywords:
skin friction, shaft resistance, cyclic loading, centrifuge modeling, bio-inspiration

Results of an Instrumented Static Loading Test and Its Application to Design Compilation of an International Survey

Fellenius, B. H.
DOI: 10.37308/DFIJnl.20200923.224

Keywords:
static loading test, strain-gage instrumentation, load distribution, general subsidence, pile settlement

Editorial Note – Vol. 15, No. 2, 2021

Lemnitzer, A. & Siegel T.
DOI: 10.37308/DFIJnlVol15No2.e

A Small-Scale Experimental Investigation on the Benefits of a Hybrid Pile/Footing System on Sand

Maadheedi, M.A., Hytiris, N. & Mickovski, S.B.
DOI: 10.37308/DFIJnl.20200929.225

Keywords:
Steel piles, pipe piles, deep foundations, ground improvement, hybrid pile/footing

Lateral Spreading and Stability of Embankments Supported on Fractured Unreinforced High-Modulus Columns

Gallant, A. P. & Botero-Lopez, D.
DOI: 10.37308/DFIJnl.20201015.226

Keywords:
column supported embankments, high-modulus columns, column fracturing, crust, lateral spreading

Optimum Open Cell Sheet Pile (OCSP) Quay Wall System in Port Said, Egypt

Tolba, E. R., Abd-Ellah, S., Galal E., Ahmed Sallam E., and Ahmed Kamal, M.
DOI: 10.37308/DFIJnl.20201202.227

Keywords:
Port Said East Port, optimum quay wall, Plaxis 3D, strain-hardening soil model

Commentary to: Prediction, Testing, and Analysis of a 50 M Long Pile in Soft Marine Clay-Journal of the Deep Foundations Institute, 13(2) 1-7

Saye, S.R. & Stuedlein, A.W.
DOI: 10.37308/DFIJnl.20210515.237

Keywords:
loading test, testing, displacement pile

Model Uncertainties in Foundation Design

Samtani, N.C.
DOI: 10.37308/DFIJnl.20210525.239

Keywords:
foundation design, shallow foundations, driven piles, drilled shafts

Evaluation of Negative Skin Friction on Bridge Abutment Piles

Drbe, O., El Naggar, M.H., Sadrekarimi, A.
DOI: 10.37308/DFIJnl.20210727.240

Keywords:
drag force, negative skin friction, instrumentation

Editorial Note – Vol. 14, No. 1, 2020

Lemnitzer, A. & Siegel, T. C.
DOI: 10.37308/DFIJnlVol14No1.e

Development of Experimental P-Y Curves from Centrifuge Tests for Piles Subjected to Static Loading and Liquefaction-Induced Lateral Spreading

Souri, M., Khosravifar, A., Schlechter, S., McCullough, N. & Dickenson, S. E.
DOI: 10.37308/DFIJnl.20191120.212

Keywords:
pile foundations; liquefaction; lateral spreading; centrifuge models; p-y curves

Safety Factor for Drilled Shaft Foundations Subjected to Wind-Induced Torsion

Aguilar, V., Nowak, A., Stallings, J. M. & Anderson, J. B.
DOI: 10.37308/DFIJnl.20191014.211

Keywords:
structural reliability, torsion, torsional resistance, drilled shaft foundations, pile foundation, factor of safety, reliability-based design

Analysis of Strain-Gage Records from a Static Loading Test on a CFA Pile

Fellenius, B. H. & Ruban, T.
DOI: 10.37308/DFIJnl.20181008.189

Keywords:
static loading test, CFA pile, strain-gage instrumentation, axial stiffness

Theoretical “t-z” Curves for Piles in Radially Inhomogeneous Soil

Bateman, A. & Crispin, J.
DOI: 10.37308/DFIJnl.20190930.210

Keywords:
piles, settlement, t – z curves, radial inhomogeneity, soil/structure interaction

Sensitivity Analysis of Soft Clay Parameters on an Existing Quay Wall at the East Port in Port Said, Egypt

Tolba, E. R., Abd Ellah, S., Galal, E. M., Sallam, E. A. & Kamal, M. A.
DOI: 10.37308/DFIJnl.20200602.219

Keywords:
Port Said clay, quay wall, Plaxis 3D, strain-hardening soil model, soft clay

Editorial Note – Vol. 14, No. 2, 2020

Lemnitzer, A. & Siegel, T. C.
DOI: 10.37308/DFIJnlVol14No2.E

Behavior of Sand Compaction Columns Installed in Cohesionless Deposits

Aarthi, N.
DOI: 10.37308/DFIJnl.20200820.221

Keywords:
sand compaction column, finite element analysis, parametric study, angle of internal friction, diameter of the column

Helical Pile Capacity-to-Torque Correlation: A More Reliable Capacity-to-Torque Factor Based on Full Scale Load Tests

Souissi, M., Cherry, J. A. & Siller, T.
DOI: 10.37308/DFIJnl.20190716.208

Keywords:
helical pile, capacity torque ratio, ultimate capacity, helix configuration, shaft geometry, compression, tension, AC358

How Soils Can Help Predict High Rebound of Prestressed Concrete Displacement Piles

Cosentino, P. J. & Horhota, D. J.
DOI: 10.37308/DFIJnl.20190617.206

Keywords:
pre-stressed concrete piles, high displacement, low permeability sand, rebound soils

Shear Demands of Rock-Socketed Piles Subject to Cyclic Lateral Loading

Farrag, R., Cox, C., Turner, B. J. & Lemnitzer, A.
DOI: 10.37308/DFIJnl.20200526.223

Keywords:
piles, lateral loading, stiffness contrast, rock sockets, shear reinforcement

Use of Case Histories to Illustrate the Effect of Installation Activities on the Side Resistance of Pipe Piles in Plastic Soils

Saye, S., Kumm, B. & Stuedlein, A. W.
DOI: 10.37308/DFIJnl.20200121.213

Keywords:
side resistance, plastic soils, pile installation methods, pile installation, soft soils, driven pipe piles

Editorial Note – Vol. 13, No. 1, 2019

Lemnitzer, A. & Siegel, T. C.
DOI: 10.37308/DFIJnlVol13No1.e

Performance Assessment of Wave Equation Analysis for Driven Steel H-Piles in IGM

Adhikari, P., Gebreslasie, Y. Z., Ng, K. W. & Wulff, S. S.
DOI: 10.37308/DFIJnl.2018.0926.184

Keywords:
pile foundations; liquefaction; lateral spreading; centrifuge models; p-y curves

Estimating Capacity and Reliability of Existing Foundations for Evaluation of Reuse

Boeckmann, A. Z.
DOI: 10.37308/DFIJnl.20190314.199

Keywords:
foundation reuse, unknown foundations, driven piles, geophysical methods, foundation load test, pile extraction, pile capacity, reliability

Modified Strong Rock P-Y Curves for Rock-Socketed Pile Shafts

Khosravifar, A. & Zafir, Z.
DOI: 10.37308/DFIJnl.20190402.202

Keywords:
rock-socketed shaft, p-y springs, lateral load test, pile

Lateral Forces on Pile Due to Soil Slope Creep

Albus, D. E. & Ghahreman, B.
DOI: 10.37308/DFIJnl.20190318.200

Keywords:
slope creep, slope stability, lateral pile loading, soil velocity profile, young’s pits, puente formation, colluvium, top soil

Torsional Resistance of Drilled Shaft Foundations: A State-of-the-Art Review

Aguilar, V., Stallings, J. M., Anderson, J. B. & Nowak, A.
DOI: 10.37308/DFIJnl.20181024.190

Keywords:
drilled shafts, torsional resistance, skin friction methods

Editorial Note – Vol. 13, No. 2, 2019

Lemnitzer, A. & Siegel, T. C.
DOI: 10.37308/DFIJnlVol13No2.e

Prediction, Testing, and Analysis of a 50 m Long Pile in Soft Marine Clay

Fellenius, B. H., Edvardsson, F., Pettersson, J., Sabattini, M. & Wallgren, J.
DOI: 10.37308/DFIJnl.20190329.201

Keywords:
static loading test, precast concrete pile, strain-gage instrumentation, axial stiffness, stress-dependent and stress-independent shaft resistance

Cyclic Loading of Piles Using the P-Y Method

Bristow, M.
DOI: 10.37308/DFIJnl.20190529.204

Keywords:
soil-structure interaction, cyclic loading, laterally loaded piles, p-y method, p-y curves

Behaviour of Hollow Bar Micropiles Under Uplift and Lateral Loading

El Hadi Drbe, O. F. & El Naggar, M. H.
DOI: 10.37308/DFIJnl.20190613.205

Keywords:
site class F, pile design, driven piles, peat, seismic time history analyses, indicator piles

Foundation Design and Construction Challenges with Marsh Deposits in a High Seismic Risk Zone

Miyake, T. T. & Saberi, M. R.
DOI: 10.37308/DFIJnl.20181128.194

Keywords:
piles, lateral loading, stiffness contrast, rock sockets, shear reinforcement

Ground Improvement Design and Construction for Seattle’s Elliott Bay Seawall Replacement and Retrofit

Perkins, W. & Malinak, A.
DOI: 10.37308/DFIJnl.20181128.195

Keywords:
ground improvement, jet grouting

Editorial Note – Vol. 12, No. 1, 2018

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2018.1546936

Scale Model Investigation of the Effect of Vertical Load on the Lateral Response of Micropiles in Sand

Kershaw, K. & Luna, R.
DOI: 10.1080/19375247.2018.1462040

Keywords:
micropile, lateral load, combined load, pile load test, scale model

Micropiles Below Groundwater at the South Auditorium Block Site, Buffalo, New York

Nodine, M. C., Eggers, P., Walker, M. P. & Aubrecht, D. E.
DOI: 10.1080/19375247.2018.1536838

Keywords:
micropile, groundwater, waterproofing, obstructions, basement

Performance of Laterally Loaded Helical Piles in Clayey Soils Established From Field Experience

Sakr, M.
DOI: 10.1080/19375247.2018.1430481

Keywords:
helical piles, screw piles, lateral, driven, capacity, clay, cohesive, full-scale, field testing

Case Study: H-Piles Driven Into Shale Rock for Compression and Uplift Resistance

Oweis, I. S. & Anthony, S.
DOI: 10.1080/19375247.2018.1521608

Keywords:
driven piles, fractured shale, LRFD, uplift

Classification of Piles Based on the Results of Low Strain Pile Integrity Tests – Case Studies of Selected Piles in Lagos and Port-Harcourt, Nigeria

Bolarinwa, A., Kalatehjari, R. & Ogunwole, A. D.
DOI: 10.1080/19375247.2017.1422336

Keywords:
low strain pile integrity test (LSPIT), non-destructive tests (NDT), quality control, piles

Binder Threshold Approach to Predicting Soil Mixing Strength in Organic Soils

Costello, K., Baker, S. & Mullins, G.
DOI: 10.1080/19375247.2018.1502066

Keywords:
soil mixing, organic soil, threshold, cement factor, water to cement ratio

Editorial Note – Vol. 12, No. 2, 2018

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2018.1562664

Texas Cone Penetrometer Foundation Design Method: Qualitative and Quantitative Assessment

Moghaddam, R. B., Jayawickrama, P. W., Lawson, W. D., Surles, J. G. & Seo, H.
DOI: 10.1080/19375247.2018.1536409

Keywords:
allowable stress design, serviceability, predictive validity, deep foundations, full-scale load test, Texas cone penetration test

Wanapum Dam Repaired Using Post-Tensioning Anchors

Stein, A., Hughes, A. E., Deschamps, R. & Barkauskas, B. D.
DOI: 10.1080/19375247.2018.1562599

Keywords:
dam anchor, dam repair, dam repairs, strand, post-tensioning, post-tensioned, testing, underwater testing, grouting

Performance-Based Design of Energy Pile Foundations

Rotta Loria, A. F.
DOI: 10.1080/19375247.2018.1562600

Keywords:
energy piles, thermo-mechanical behavior, analysis, performance-based design, framework

Advances in Stress-Wave Nondestructive Testing Methods for Evaluation of Deep Foundations

Kordjazi, A., Coe, J. T. & Mahvelati, S.
DOI: 10.1080/19375247.2018.1562598

Keywords:
nondestructive testing, stress waves, foundation integrity, inspection, defects, quality control, quality assurance, scaled laboratory models, numerical modelling, full waveform inversion

Comparison of FEA and Analytical Methods for Determining Stability of a RAP Supported MSE Wall

Reed, E. C. & VandenBerge, D. R.
DOI: 10.1080/19375247.2018.1562593

Keywords:
rammed aggregate piers, global stability, FEA modeling, Meyerhof

Editorial Note – Vol. 12, No. 3, 2018

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2019.1592893

Statistical Evaluation of Design Methods for Micropiles in Ontario Soils

Almeida, A. P. & Liu, J.
DOI: 10.1080/19375247.2019.1595994

Keywords:
micropile axial capacity; design method; micropile load test

The Deep Soil Mixing for the Galataport Project in Istanbul, Turkey

Chiarabelli, M.
DOI: 10.1080/19375247.2019.1588536

Keywords:
ground improvement, deep soil mixing, electronic control devices, seismic tomography

Settlement of Axially Loaded Pile Groups in Inhomogeneous Soil

Crispin, J. J. & Leahy, C. P.
DOI: 10.1080/19375247.2019.1588535

Keywords:
pile groups, settlement, soil/structure interaction

A Sensitivity Analysis on the Parameters Affecting Large Diameter Helical Pile Installation Torque, Depth and Installation Power for Offshore Applications

Spagnoli, G., Tsuha, C. C., Oreste, P., Solarte, C. M.
DOI: 10.1080/19375247.2019.1595996

Keywords:
helical piles, clays, installation power, uplift capacity, wing ratio, Montecarlo analysis

Measured End Resistance of CFA and Drilled Displacement Piles in San Francisco Area Alluvial Clay

Siegel, T. C., Day, T. J., Turner, B. J. & Faust, P.
DOI: 10.1080/19375247.2019.1595993

Keywords:
cast-in-place piles, end resistance, pile loading tests

Editorial Note – Vol. 11, No. 1, 2017

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2017.1420015

Numerical Simulation of T-Walls Supported by Batter Piles Within a Levee Embankment

Johnson, J. B., Vahedifard, F., Kokkali, P., Tessari, A. F., Abdoun, T. & Varuso, R. J.
DOI: 10.1080/19375247.2017.1376369

Keywords:
levees, hurricanes, T-walls, numerical modelling, centrifuge testing, soil–structure interactions, bending moment, settlement-induced bending moments, flood walls

Axial Load Transfer of Drilled Shaft Foundations With and Without Steel Casing

Li, Q., Stuedlein, A. W. & Marinucci, A.
DOI: 10.1080/19375247.2017.1403074

Keywords:
load transfer, drilled shaft foundations, loading tests, design, steel casing

Effect of Nails Orientation and Length on Soil-Nailed Retaining Structures Stability

Askari, A. & Gholami, A.
DOI: 10.1080/19375247.2017.1416569

Keywords:
excavation, soil nailing, finite-difference analysis, slope stability, optimum layout, soil-nailed slopes

State of Knowledge in Seismic Behaviour of Helical Piles

Cerato, A. B., Vargas, T. M. & Allred, S. M.
DOI: 10.1080/19375247.2017.1414108

Keywords:
helical piles, helical piers, seismic design, earthquakes, shake table, deep foundations

Editorial Note – Vol. 11, Nos. 2 & 3, 2017

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2018.1468595

The Effect of Slurry Type on Drilled Shaft Cover Quality

Mobley, S., Costello, K. & Mullins, G.
DOI: 10.1080/19375247.2018.1468522

Keywords:
drilled shafts, slurry, bentonite, construction practice

On the Modelling of Pore Pressure Developments Below Cyclically Loaded Offshore Gravity Foundations

van Wijngaarden, M.
DOI: 10.1080/19375247.2018.1467070

Keywords:
pore pressure, cyclic loads, gravity foundation, offshore, wind, modelling

A New Approach for Evaluating the Ductility, Volumetric Stiffness and Permeability of Cut-Off Wall Backfill Materials

Ostrowsky, J. L.
DOI: 10.1080/19375247.2018.1470807

Keywords:
triaxial testing, soil–cement, permeability, ductility

Modified Design Procedures for Bridge Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading

Khosravifar, A. & Nasr, J.
DOI: 10.1080/19375247.2018.1436382

Keywords:
pile, liquefaction, lateral spreading

Soil Plug Behaviour of Open-Ended Pipe Piles During Installation

Seo, H. & Kim, M.
DOI: 10.1080/19375247.2018.1448552

Keywords:
open-ended pipe piles, soil plugging, model pile, visualization

Physical Modelling of Lime Stabilisation in Soft Soils Around Deep Excavations

Panchal, J. P., McNamara, A. M. & Stallebrass, S. E.
DOI: 10.1080/19375247.2018.1436254

Keywords:
centrifuge modelling, ground improvement, deep excavation, soft soils, lime stabilization, upper bound solutions

Editorial Note – Vol. 10, No. 1, 2016

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2016.1184490

A Novel in Situ Test for the Design of Drilled Foundations

A. S. Bradshaw, B. Reyes, C. DeVillers, P. Sauco
DOI: 10.1080/19375247.2016.1158383

Keywords:
borehole plug test, drilled foundation, drilled shaft, micropile, ground anchor, in situ test, grout plug, load transfer, bond strength, unit side shear, skin friction, t-z curve, load test simulation

Comparison of Borehole Ultrasound and Borehole Radar in Evaluating the Length of Two Unknown Bridge Foundations

Coe, J. T. & Kermani, B.
DOI: 10.1080/19375247.2016.1166313

Keywords:
unknown foundations, nondestructive testing, ultrasound, P-wave reflection, borehole geophysics, borehole radar

Analyzing Thermal Integrity Profiling Data for Drilled Shaft Evaluation

Johnson, K. R.
DOI: 10.1080/19375247.2016.1169361

Keywords:
thermal integrity profiling, non-destructive test, drilled shafts, TIP analysis, hyperbolic corrections, effective radius

Pile Load Transfer From Static Load Test Inversion

Bradshaw, A. S.
DOI: 10.1080/19375247.2016.1148373

Keywords:
static load test, pile, drilled shaft, load transfer, inversion, genetic algorithm

Experimental Investigation of Energy Pile Response for Bridge Deck Deicing Applications

Olgun, C. G. & Bowers, G. A.
DOI: 10.1080/19375247.2016.1166314

Keywords:
energy pile, bridge deck deicing, thermal stresses, thermal loads, shallow geothermal energy

Editorial Note – Vol. 10, No. 2, 2016

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2016.1247536

A Comparison of Design Practice of Bored Piles/Drilled Shafts Between Europe and North America

Brown, D. A., Wulleman, T. & Bottiau, M.
DOI: 10.1080/19375247.2016.1254375

Keywords:
bored piles, drilled shafts, design, codes, specifications, requirements

Kelly-Drilled Bored Piles: A Comparison of Construction Practices Between Europe and North America

Marinucci, A. & Jue, V.
DOI: 10.1080/19375247.2016.1253158

Keywords:
bored piles, drilled shafts, construction, equipment, safety, regulations, concrete, QC/QA, repair, environment

A Comparison of Contracting Methods for Bored Pile (Drilled Shaft) Construction Between Europe and North America

Coleman, D. B. & Tipter, A.
DOI: 10.1080/19375247.2016.1253164

Keywords:
bored piles, drilled shafts, contracting, procurement, design-build, design bid build

A Comparison of Quality Management for Bored Pile/Drilled Shaft (BP/DS) Foundation Construction and the Implementation of Recent Technologies

Hertlein, B., Verbeek, G., Fassett, R. & Arnold, M.
DOI: 10.1080/19375247.2016.1255426

Keywords:
bored piles, drilled shafts, quality control, quality assurance technological developments, test standards

Editorial Note – Vol. 10, No. 3, 2016

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2017.1296632

Cyclic Axial Performance of Helical-Tapered Piles in Sand

Fahmy, A. & El Naggar, M. H.
DOI: 10.1080/19375247.2016.1211353

Keywords:
helical, cyclic, tapered, compression, uplift, ductile iron, pile

Cyclic Lateral Performance of Helical Tapered Piles in Silty Sand

Fahmy, A. & El Naggar, M. H.
DOI: 10.1080/19375247.2017.1286428

Keywords:
cyclic, lateral, tapered, helical piles

Analysis of Ground Vibrations Induced by Pile Driving and a Comparison of Vibration Prediction Methods

Cleary, J. C. & Steward, E. J.
DOI: 10.1080/19375247.2017.1288855

Keywords:
pile driving, construction vibrations, vibration prediction, scaled-distance, seismic distance, peak particle velocity, PPV

Theory and Modelling of Negative Skin Friction on a Pile in Soil

Siegel, T. C. & Lucarelli, A.
DOI: 10.1080/19375247.2017.1288883

Keywords:
piles, negative skin friction, drag force, neutral plane

Region-Specific Calibration of Resistance Factors for Use With Static and Wave Equation Analyses of Driven Piles

Bougataya, Y. & Stuedlein, A. W.
DOI: 10.1080/19375247.2017.1295195

Keywords:
wave equation analyses, driven piles, reliability, capacity, LRFD

Editorial Note – Vol. 9, No. 1, 2015

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1179/1937524715Z.00000000022

Load Tests on Drilled Shaft Foundations in Moderately Strong to Strong Limestone

Race, M. L. & Coffman, R. A.
DOI: 10.1179/1937525514Y.0000000004

Keywords:
drilled shaft foundations, strong limestone, full scale load test

Static Tests on Instrumented Piles Affected by Residual Load

Fellenius, B. H.
DOI: 10.1179/1937525515Y.0000000001

Keywords:
static loading tests, residual load, instrumented piles, load distribution, full scale test, driven precast concrete pile, driven steel pipe pile, jacked-in cylinder pile

Industry Survey of State of Practice for Helical Piles and Tiebacks

Clemence, S. P. & Lutenegger, A. J.
DOI: 10.1179/1937525514Y.0000000007

Keywords:
helical piles, tiebacks, foundations, survey of practice, applications, design

New Device for Measuring Drilled Shaft Bottom Sediment Thickness

Ding, J. Z., McIntosh, K. A., & Simon, R. M.
DOI: 10.1179/1937525515Y.0000000004

Keywords:
drilled shaft, sediment, inspection, field testing

Performance of Biocemented Sydney Sand Using Ex Situ Mixing Technique

Duraisamy, Y. & Airey, D. W.
DOI: 10.1179/1937525515Y.0000000002

Keywords:
bio-cement, deep soil mixing, physical model, urea hydrolysis, calcite precipitation, ground improvement

Editorial Note – Vol. 9, No. 2, 2015

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1080/19375247.2015.1123382

Response of a Drilled Shaft Foundation Constructed in a Redrilled Shaft Excavation Following Collapse

Race, M. L. & Coffman, R. A.
DOI: 10.1179/1937525515Y.0000000003

Keywords:
drilled shaft foundations, collapsed drilled shaft excavation, full-scale load test, unit side resistance, end bearing resistance

Discussion of ‘Interpretation of Augered Cast in Place Pile Capacity Using Static Loading Tests’

Chen, J. & Kulhawy, F. H.
DOI: 10.1179/1937525515Y.0000000007

Keywords:
load test, load displacement response, ACIP piles, interpretation

Closure to the Discussion of Interpretation of Augered Cast-in-Place Pile Capacity Using Static Loading Tests

Stuedlein, A. W., Reddy, S. C., & Evans, T. M.
DOI: 10.1179/1937525515Y.0000000006

Keywords:
ACIP piles, ACIP discussion, load test, failure load, load displacement response

Effects of Installation Disturbance on Behavior of Multi-Helix Piles in Structured Clays

Bagheri, F. & El Naggar, M. H.
DOI: 10.1179/1937525515Y.0000000008

Keywords:
helical piles, helical anchors axial capacity, structured clay, peak undrained shear strength, remolded strength, full-scale tests, failure mechanisms

Pile Pinning and Interaction of Adjacent Foundations During Lateral Spreading

Turner, B. J. & Brandenberg, S. J.
DOI: 10.1179/1937525515Y.0000000009

Keywords:
pile pinning, lateral spreading, bridges, soil-structure interaction

Editorial Note – Vol. 8, No. 1, 2014

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1179/TBC14Z.0000000006

Energy Piles in Underpinning Projects – Through Holes in Load Transfer Structures

Lautkankare, R., Sarola, V. & Kanerva-Lehto, H.
DOI: 10.1179/1937525514Y.0000000002

Keywords:
energy pile, underpinning, load transfer structure

Comparative Analyses of Large Diameter Bored Piles Using International Codes

El Gendy, M., El-Arabi, I. A. & Kamal, M. A.
DOI: 10.1179/1937525514Y.0000000001

Keywords:
bored piles, ultimate pile load, international codes, empirical function

Cross-Hole Sonic Logging and Frequency Tomography Analysis of Drilled Shaft Foundations to Better Evaluate Anomalies Locations

Hajali, M. & Abishdid, C.
DOI: 10.1179/TBC14Z.0000000001

Keywords:
drilled shaft, cross-hole sonic logging (CSL), frequency tomography analysis (FTA), time domain, frequency domain, fast fourier transform (FFT), anomalies

Interpretation of Augered Cast in Place Pile Capacity Using Static Loading Tests

Stuedlein, A. W., Reddy, S. C. & Evans, T. M.
DOI: 10.1179/1937525514Y.0000000003

Keywords:
static capacity, axial capacity, loading tests, failure, design, code

Towards Performance Based Design of Drilled Shafts

Ng, K.
DOI: 10.1179/TBC14Z.0000000005

Keywords:
drilled shafts, o-cell load test, side resistance, end bearing, load and resistance factor design

Editorial Note – Vol. 8, No. 2, 2014

Lemnitzer, A. & Siegel, T. C.
DOI: 10.1179/1937524714Z.00000000017

Outcomes From International Workshop on Thermoactive Geotechnical Systems for Near-Surface Geothermal Energy: From Research to Practice

Olgun, C. G. & McCartney, J. S.
DOI: 10.1179/1937525514Y.0000000005

Keywords:
geothermal energy, deep foundations, thermal response, soil-structure interaction

Identifying Best Practice, Installation, Laboratory Testing and Field Testing

Amis, T., McCartney, J. S., Loveridge, F. A., Olgun, C. G., Bruce, M. E. & Murphy, K.
DOI: 10.1179/1937525514Y.0000000006

Keywords:
thermopiles, ground-sourced, heat pumps, geothermal

Building Codes, Green Certification and Implementation Issues, Market Challenges

Olgun, C. G., McCartney, J. S., Loveridge, F. A., Bowers, G. A., Coccia, C. J., Bouazza, A., Soga, K., Spitler, J. D., Nicholson, D. & Sutman, M.
DOI: 10.1179/1937525514Y.0000000011

Keywords:
thermoactive foundations, building codes, energy efficiency, green certification

New Technologies and Applications: Materials and Equipment in Near Surface Geothermal Systems

Katzenbach, R., Olgun, C. G., Loveridge, F. A., Sutman, M., Bowers, G. A., McCartney, J. S., Laloui, L., Mimouni, T., Dupray, F., Spitler, J. D., Clauss, F., Meyer, L. L. & Akrouch, G.
DOI: 10.1179/1937525514Y.0000000012

Keywords:
geothermal, heat exchange, materials, equipment, bridge deck deicing

Issues Involved With Thermoactive Geotechnical Systems: Characterization of Thermomechanical Soil Behavior and Soil-Structure Interface Behavior

Laloui, L., Olgun, C. G., Sutman, M., McCartney, J. S., Coccia, C. J., Abuel-Naga, H. M. & Bowers, G. A.
DOI: 10.1179/1937525514Y.0000000010

Keywords:
thermoactive, soil behavior, geotechnical structures, thermal, thermomechanical

Design Tools for Thermoactive Geotechnical Systems

Bourne-Webb, P., Pereira, J. M., Bowers, G. A., Mimouni, T., Loveridge, F. A., Burlon, S., Olgun, C. G., McCartney, J. S. & Sutman, J.
DOI: 10.1179/1937525514Y.0000000013

Keywords:
analysis, design, thermal, thermomechanical, energy geostructures

Environmental Impact Calculations, Life Cycle Cost Analysis

Nicholson, D., Smith, P., Bowers, G. A., Cuceoglu, F., Olgun, C. G., McCartney, J. S., Henry, K., Meyer, L. L. & Loveridge, F. A.
DOI: 10.1179/1937525514Y.0000000009

Keywords:
sustainability, life-cycle cost analysis, thermo-active foundations, environmental impact assessment

Editorial Note – Vol. 7, No. 1, 2013

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2013.007

Commentary on the Selection, Design and Specification of Ground Improvement for Mitigation of Earthquake-Induced Liquefaction

The Ground Improvement Committee of DFI
DOI: 10.1179/dfi.2013.001

Keywords:
liquefaction mitigation, ground improvement, best practice, liquefaction mitigation

Liquefaction Mitigation Synthesis Report

Siegel, T. C.
DOI: 10.1179/dfi.2013.002

Keywords:
liquefaction mitigation, ground improvement, site conditions

Grouted Micropiles for Foundation Remediation in Expansive Soil

Nelson, J. D., Chao, K., Overton, D. D., Fox, Z. P. & Dunham-Friel, J. S.
DOI: 10.1179/dfi.2013.003

Keywords:
expansive soils, micropiles, grouted micropiles, pier analysis, distressed foundations, foundation remediation

Relationship Between Installation Torque and Axial Capacities of Helical Piles in Cohesive Soils

Sakr, M.
DOI: 10.1179/dfi.2013.004

Keywords:
installation torque, axial capacity, torsional resistance, torque factors

Ultimate Lateral Resistance of Piles in Cohesive Soil

Hazzar, L., Karray, M., Bouassida, M. & Hussien, M. N.
DOI: 10.1179/dfi.2013.005

Keywords:
lateral resistance, lateral loads, over consolidation ratio, cohesive soil

Direct Solution of the Brinch-Hansen 90% Pile Ultimate Failure Load

Dotson, D. W.
DOI: 10.1179/dfi.2013.006

Keywords:
hyperbolic stress-strain, pile load tests, Brinch Hansen 80% failure criterion

Editorial Note – Vol. 7, No. 2, 2013

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2013.7.2.006

A Driveability Study of Precast Concrete Piles in Dense Sand

Doherty, P. & Igoe, D.
DOI: 10.1179/dfi.2013.7.2.001

Keywords:
precast concrete piles, static resistance to driving, SRD, pile driveability analysis

Ant Colony Optimization Method for Design of Piled-Raft Foundations

Yazdani, H., Hatami, K. & Khosravi, E.
DOI: 10.1179/dfi.2013.7.2.002

Keywords:
ant colony optimization, piled raft foundations, piled raft foundation design

Piezocone Penetration Testing in Florida High Pile Rebound Soils

Jarushi, F., Cosentino, P. J. & Kalajian, E. H.
DOI: 10.1179/dfi.2013.7.2.003

Keywords:
piezocone penetration testing, cone penetration testing, high pile rebound, CPT

Factors Affecting the Reliability of Augered Cast-In-Place Piles in Granular Soil at the Serviceability Limit State

Stuedlein, A. W. & Reddy, S. C.
DOI: 10.1179/dfi.2013.7.2.004

Keywords:
augered cast-in-place piles, ACIP, capacity prediction model

A Review of the Design Formulations for Static Axial Response of Deep Foundations From CPT Data

Niazi, F. S. & Mayne, P. W.
DOI: 10.1179/dfi.2013.7.2.005

Keywords:
static axial response, axial capacity analysis, CPT data

Editorial Note – Vol. 6, No. 1, 2012

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2012.011

Jet Grouting and Safety of Tuttle Creek Dam

Stark, T. D., Axtell, P. J., Walberg, F., Dillon, J., Bellew, G. & Mathews, D. L.
DOI: 10.1179/dfi.2012.001

Keywords:
jet grouting, ground improvement, seepage, dams, Tuttle Creek Dam

Challenges and Uncertainties Relating to Open Caissons

Abdrabbo, F. & Gaaver, K.
DOI: 10.1179/dfi.2012.002

Keywords:
open caissons, challenges with open caissons, caisson sinking practice

The Influence of RC Nonlinearity on p-y Curves for CIDH Bridge Piers

Massone, L. & Lemnitzer, A.
DOI: 10.1179/dfi.2012.003

Keywords:
p-y curves, p-y method, reinforced concrete, RC non-linearity, bridge piers, shear displacement, non-linear shear deformation

Installation and Performance Characteristics of High Capacity Helical Piles in Cohesive Soils

Sakr, M.
DOI: 10.1179/dfi.2012.004

Keywords:
full scale axial compression, helical piles, cohesive soils, tensile pile load test

Results of Dynamic and Static Load Tests on Helical Piles in the Varved Clay of Massachusetts

Beim, J. & Luna, S. C.
DOI: 10.1179/dfi.2012.005

Keywords:
helical piles, compressive axial loads, static load tests, dynamic load tests, PDA

Editorial Note – Vol. 6, No. 2, 2012

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2012.012

Uplift Performance of Multi-Helix Anchors in Desiccated Clay

Stuedlein, A. W. & Young, J.
DOI: 10.1179/dfi.2012.007

Keywords:
multi-helix anchors, load displacement, uplift loading tests, dessicated clay, tensile foundation loading

Strain Distributions in Full-Scale Energy Foundations

McCartney, J. S. & Murphy, K. D.
DOI: 10.1179/dfi.2012.008

Keywords:
energy foundations, heat exchange, thermo-mechanical strains, thermo-mechanical response

Performance-Based Reliability Design for Deep Foundations Using Monte Carlo Statistical Methods

Fan, H. & Liang, R.
DOI: 10.1179/dfi.2012.009

Keywords:
Monte Carlo statistical methods, performance based reliability, lateral load, axial load, drilled shafts

Reliability-Based Optimization Design for Drilled Shafts/Slope System

Li, L. & Liang, R.
DOI: 10.1179/dfi.2012.010

Keywords:
reliability based optimization design, drilled shaft, slope stabilization, slope system, drilled shaft stabilization

Behavior of Axially Loaded Drilled Shaft Foundations With Symmetric Voids Outside and Inside the Caging

Hajali, M. & Abishdid, C.
DOI: 10.1179/dfi.2012.006

Keywords:
drilled shaft, axial load, voids, symmetric voids

Editorial Note – Vol. 5, No. 1, 2011

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2011.013

Non-Destructive Testing, Evaluation and Optimization of Existing Deep Foundations for Re-Use Along the East Coast

Meyer, M. E. & Frizzi, R.
DOI: 10.1179/dfi.2011.001

Keywords:
NDT, HSDPT, load testing, pile cap load testing, foundation re-use

Theoretical and Experimental Investigation on Underwater Ground Anchors

Sciacca, L., Valmori, F., Melegari, C., Maletti, F., Lenzi, M., Campana, P. & Padovani, V.
DOI: 10.1179/dfi.2011.002

Keywords:
underwater, tie rods, ground anchors, harbours

Slope Stabilisation of a Section of the Thirlmere Aqueduct by the Use of Spaced Micropiles and Permeation Grouting

Preece, D.
DOI: 10.1179/dfi.2011.003

Keywords:
slope stabilisation, micropiles

Installation and Performance Characteristics of High Capacity Helical Piles in Cohesionless Soils

Sakr, M.
DOI: 10.1179/dfi.2011.004

Keywords:
helical, full scale, compression, tension, sand

Behavior of Grouted Shaft Helical Anchors in Clay

Lutenegger, A. J.
DOI: 10.1179/dfi.2011.005

Keywords:
grouted anchors, clay, helical, load tests

Simplified Settlement Model for a Shallow Foundation on Composite Ground With Rigid Piles

Siegel, T. C.
DOI: 10.1179/dfi.2011.006

Keywords:
composite ground, settlement

Editorial Note – Vol. 5, No. 2, 2011

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2011.014

Foundations for the New Mississippi River Bridge, St. Louis

Axtell, P. J. & Brown, D. A.
DOI: 10.1179/dfi.2011.007

Keywords:
load testing, alternate technical concept, ATC design, foundation design

Geotechnical Exploration Phase Drilled Shaft Load Testing

Vanderpool, W., Chesnut, R. & McGettigan, M.
DOI: 10.1179/dfi.2011.008

Keywords:
load tests, full scale load tests

Lateral Load Testing Micropiles to Evaluate the Impact of Threaded Joints and Casing Embedment on Short Micropiles in Shallow Rock

Anderson, J. B. & Babalola, M.
DOI: 10.1179/dfi.2011.009

Keywords:
lateral load tests, micropiles, threaded joints, casing joints, rock socket embedment

Hyperbolic P-Y Model for Static and Cyclic Lateral Loading Derived From Full-Scale Lateral Load Testing in Cemented Loess Soils

Dapp, S., Brown, D. A. & Parsons, R.
DOI: 10.1179/dfi.2011.010

Keywords:
p-y curves, static loading, cyclic loading, full scale lateral load testing

Determination of Pile Damage in Concrete Piles

Verbeek, G. & Middendorp, P.
DOI: 10.1179/dfi.2011.011

Keywords:
concrete piles, Beta Method, assessing pile damage, pile driving analysis, PDA

Hollow Threaded Rebar for Cross Hole Sonic Logging Access Tubes Combined With Longitudinal Concrete Reinforcing in Drilled Shafts

Alter, J.
DOI: 10.1179/dfi.2011.012

Keywords:
hollow threaded rebar, cross hole sonic logging, CSL, drilled shafts, sonic access tubes

Editorial Note – Vol. 4, No. 1, 2010

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2010.012

Analysis of a Deep Excavation In Calgary, Alberta

Lardner, T., Janes, M., Lo, K. Y., Qu, G. & Micic, S.
DOI: 10.1179/dfi.2010.002

Keywords:
excavation, monitoring, inclinometer, extensometer, load test, hydrostatic compression test, finite element analysis, shear test

Analyzing Drivability of Open Ended Piles in Very Dense Sands

Schneider, J. & Harmon, I.
DOI: 10.1179/dfi.2010.003

Keywords:
friction fatigue, CPT, pile resistance, open ended pile, wave equation analysis

Support of Structures in Expansive Shale Using Recycled Plastic Piles

Roberts, L. & Brandner, E.
DOI: 10.1179/dfi.2010.004

Keywords:
recycled plastic pile, soil-structure interaction, expansive soil, strain gages, soil swell, load test

Peak and Post-Peak Shear Strength of Cement-Bentonite

Axtell, P. J., Stark, T. D. & Dillon, J.
DOI: 10.1179/dfi.2010.005

Keywords:
cement bentonite, slurry wall, seismic retrofit, shear wall, R-bar triaxial compression test

Drilled Displacement Piles – Current Practice and Design

Basuy, P., Prezzi, M. & Basu, D.
DOI: 10.1179/dfi.2010.001

Keywords:
drilled displacement piles, DD, ACIP, auger piles, augered displacement, partial displacement, full displacement, CFA, Atlas, De Waal, Fundex, Olivier, Omega, Pressure-Grouted Displacement, PGD, SVV, screw pile

Editorial Note – Vol. 4, No. 2, 2010

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2010.013

Evaluating Excavation Support Systems to Protect Adjacent Structures

Finno, R.
DOI: 10.1179/dfi.2010.006

Keywords:
excavation, ground deformations, damage, case study

Innovative Construction Techniques Used at North Shore Construction Project

Sen, K. & Evans, A.
DOI: 10.1179/dfi.2010.007

Keywords:
jet grouting, diaphragm walls, soil mixing, ground improvement, Cutter Soil Mixing, CSM, TBM, tunnel boring machine

Large Scale Lateral Testing of Pile Foundations

Lemnitzer, A.
DOI: 10.1179/dfi.2010.008

Keywords:
lateral loads, pile group, large scale testing

Inelastic Response of Extended Pile Shafts in Laterally Spreading Ground During Earthquakes

Khosravifar, A. & Boulanger, R.
DOI: 10.1179/dfi.2010.009

Keywords:
pile, bridge, liquefaction, lateral spreading

Thermal Integrity Profiling of Drilled Shafts

Mullins, G.
DOI: 10.1179/dfi.2010.010

Keywords:
shaft integrity, hydration temperature

Load Testing and Interpretation of Instrumented Augered Cast-in-Place Piles

Siegel, T. C.
DOI: 10.1179/dfi.2010.011

Keywords:
augered cast-in-place piles, load testing, ACIP

Editorial Note – Vol. 3, No. 1, 2009

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2009.014

Evaluating Axial Elastic Pile Response from Cone Penetration Tests

Mayne, P. W. & Niazi, F.
DOI: 10.1179/dfi.2009.001

Keywords:
bored piles, cone, shafts, o-cell, side friction

Test Pile Program to Determine Axial Capacity and Pile Setup for the Biloxi Bay Bridge

Thompson, III, W. R., Held, L. & Saye, S.
DOI: 10.1179/dfi.2009.002

Keywords:
test pile, driven pile, PDA testing, pile setup

Reduction of Local Scour Around Cylindrical Bridge Piers Using Upstream Protective Piles

Bhattacharya, A. K. & Basack, S.
DOI: 10.1179/dfi.2009.003

Keywords:
approach velocity, bridge pier, critical Froude Number

Soil Inclusions in Jet Grout Columns

Stark, T. D., Axtell, P. J., Lewis, J., Dillon, J., Empson, W., Topi, J. & Walberg, F.
DOI: 10.1179/dfi.2009.004

Keywords:
jet grout cutoff walls soil inclusions integrity

Effect of Pressurized Drilling Methods on the Lateral Load Capacity of Drilled Shafts – A Practical Insight and an Analytical Approach

Bezgin, O.
DOI: 10.1179/dfi.2009.005

Keywords:
drilling methods, drilled shafts, soil structure interaction

Development of Design Practice for Piles in Stiff Glacial Till

Gavin, K.
DOI: 10.1179/dfi.2009.006

Keywords:
driven piles, auger piles, glacial till

Editorial Note – Vol. 3, No. 2, 2009

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2009.015

Suction Piles and Suction Anchors for Offshore Structures

Bang, S., Jones, K. D., Cho, Y. & Kwag, D. J.
DOI: 10.1179/dfi.2009.007

Keywords:
suction pile, suction anchor

Characterization of Loess for Deep Foundations

Parsons, R., Johnson, R., Brown, D. A., Dapp, S. & Brennan, J.
DOI: 10.1179/dfi.2009.008

Keywords:
loess, SPT, drilled shafts, CPT, p-y curve

Uncertainty and Bias in Evaluation of LRFD Ultimate Limit State for Axially Loaded Driven Piles

Schneider, J.
DOI: 10.1179/dfi.2009.009

Keywords:
driven piles, ultimate capacity, LRFD, reliability

Lateral Performance of Two-Section Helical Piles in Soft Soils

Sakr, M.
DOI: 10.1179/dfi.2009.010

Keywords:
helical piles, soft clay, muskeg, lateral

A Case Study of Passive Piles Failure in Open Excavation

Kok, S. T., Huat, B. B. K., Noorzaei, J., Jaafar, M. S. & Gue, S. S.
DOI: 10.1179/dfi.2009.011

Keywords:
finite element, cracking moment, excavation

A Comparison of Open Drilled Shafts to Temporarily Cased Drilled Shafts in Clay Soil

Witherspoon, W. T.
DOI: 10.1179/dfi.2009.012

Keywords:
cased shafts, side friction, skin friction

Evolution of Top of Pile Measurement Techniques in Deep Foundation Static Load Testing

Sinnreich, J. & Simpson, R.
DOI: 10.1179/dfi.2009.013

Keywords:
testing, reference beam, error analysis

Editorial Note – Vol. 2, No. 1, 2008

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2008.007

Increase in Shear Modulus by Soil Mix and Jet Grout Methods

Axtell, P. J. & Stark, T. D.
DOI: 10.1179/dfi.2008.002

Keywords:
jet grout, soil mix, shear, modulus, velocity, com

Construction, Inspection and Lessons Learned for 3.81-m Diameter CIDH Piles – Richmond-San Rafael Bridge Seismic Retrofit

Dover, A. R. & Davidson, J.
DOI: 10.1179/dfi.2008.003

Keywords:
composite pile, rock sockets, CIDH design, seismic retrofit

Effects of Helical Anchor Geometry on Long-Term Performance of Small Wind Tower Foundations Subject to Dynamic Loads

Cerato, A. B. & Victor, R.
DOI: 10.1179/dfi.2008.004

Keywords:
helical Anchors, dynamic loading, wind power, geom

Ultimate Soil Pressures for Pile Groups in Soft Clay Subjected to Lateral Soil Movements

Miao, L. F., Goh, A. T. C. & Wong, K. S.
DOI: 10.1179/dfi.2008.005

Keywords:
clay; group factor; lateral soil movement

Lateral Earth Pressure on Lagging in Soldier Pile Wall Systems

Perko, H. & Boulden, J.
DOI: 10.1179/dfi.2008.006

Keywords:
lateral earth pressures, soldier piles, lagging, sliding wedge analysis

Construction of Large Drilled Shafts

Brown, D. A.
DOI: 10.1179/dfi.2008.001

Keywords:
large diameter drilled shafts, constructability, high performance materials

Editorial Note – Vol. 1, No. 1, 2007

Porbaha, A., Brown, D. A., & Zafir, Z.
DOI: 10.1179/dfi.2007.006

Design and Construction of the Sutong Bridge Foundations

Bittner, R. B., Safaqah, O., Zhang, X. & Jensen, O. J.
DOI: 10.1179/dfi.2007.001

Keywords:
drilled shaft design, scour, bridge foundations, post grouting

Deep Diaphragm Wall Activities at Randstad Rail Project in Rotterdam, The Netherlands

Pöllath, K., Haehnig, F. & Glückert, J.
DOI: 10.1179/dfi.2007.002

Keywords:
deep excavations, diaphragm walls, tunneling, sealing construction

Design of Drilled Shafts Supporting Sound Walls

Yang, K., Liang, R., Nusairat, J. & Abu-Hejleh, N.
DOI: 10.1179/dfi.2007.003

Keywords:
full-scale testing, lateral loading, drilled shaft, pile foundations for sound walls

Ground Movements – A Hidden Source of Loading on Deep Foundations

Poulos, H. G.
DOI: 10.1179/dfi.2007.004

Keywords:
ground movement, single pile, lateral displacement, embankment, excavation

Rapid Lateral Load Testing of Deep Foundations

Brown, D. A.
DOI: 10.1179/dfi.2007.005

Keywords:
load testing, pile foundation, drilled shaft foundation, lateral loading, dynamic loads, pile groups