Editorial Note, Issue 1, Vol 18 – 2024
Anne Lemnitzer and Tim Siegel
Evaluation of Tangent Bearing Element Axial Load Response
Jon Sinnreich
The Effect of Setup Time in Geotechnical Resistance Factor of Driven Steel Piles in Alberta: a Case Study
Roshani, P., et al.
Performance Evaluation of SPT-based Design Methods for the Axial Capacity of Driven Piles in Glacial Deposits
Jesswein, M., et al.
Centrifuge Modeling of the Monotonic Capacity of Offshore Ring Anchors in Sand
Huang, L., et al.
Experimental Evaluation of Optimizing Sheet Pile Installation Depth and Distance to Mitigate Liquefaction-Induced Foundation Settlements
Md Kausar Alam and Ramin Motamed
Editorial Note, Vol. 17, No. 1, 2023
Bishop, J. & Woods, C.
Surface In-situ Stabilization of Saturated Ash for CCR Impoundment Closures
Lear, P.R.
Observations on the Seismic Loading of Rigid Inclusions based on 3D Numerical Simulations
Gibson, M. & Stuedlein, A.
Determination of design parameters for solidification-stabilization soil improvement in retaining structures
Lundberg, A.B., Ramel, C., & Bergman, F.
Comparative Study on Ground Improved by Stone Columns and Ground Improved by Hybrid Concrete Columns
Jung, C., et al.
Experimental Investigation of Helical Pile Performance for Loess Deposits Improvement
Eslami, A., et al.
Editorial Note, Issue 2, Vol 17 – 2023
Lemnitzer, A. & Siegel T.
Dynamic Behavior of Helical Piles in Dry and Liquefiable Soils using Scaled Shake Table Tests
Orang, M.J. & Motamed, R.
Axial and Lateral Load Test Performance of Steel Fin Piles
Hubler, J., et al.
Part I: Selection and Design of Rigid Inclusions
Smith, M., et al.
Part II: Construction and Verification of Rigid Inclusions
Smith, M., et al.
Residual Force and Downdrag Impacts on Static Loading Tests and Design of CFA Piles
Fellenius, B., & Jacobs, S.
P-Y Lateral Pile Analyses Accounting for Arbitrary Loading Directions and Calibration Uncertainty
McCarron, W.O.
Editorial Note - Vol. 16, No. 1, 2022
Lemnitzer, A. & Siegel T.
Application of the Concrete Stressmeter for Augered Cast-in-Place (ACIP) Deep Foundation Testing
Sinnreich, J. & Ryan, W.
Modified Standard Penetration Test for Illinois Weak Fine-Grained Rocks
Stark, T., Baghdady, A., Osouli, A., Shoup H., & Short, M.
Side Resistance of Drilled Shafts in Weak Fine-Grained Sedimentary Rock
Stark, T., Baghdady, A., Osouli, A., Shoup H., & Short, M.
Fibre-Reinforced Grout for Micropile Construction
Abdlrahem, M. & El Naggar, M. H.
Increase of CPT Cone Resistance in Sand Due to Installation of Press-In Piles
Fellenius, B. & Tan, S. A.
Editorial Note, Vol. 16, No. 2, 2022
Lemnitzer, A. & Siegel T.
Life Cycle Assessment of Drilled Shafts
Lee, M. & Basu, D.
Axial Load Capacity Predictions of Drilled Displacement Piles With SPT- and CPT-based Direct Methods
Figueroa, G., Marinucci, A., & Lemnitzer, A.
A Comprehensive Comparison and Analysis of In-Situ Dynamic and Static Tests of a Cased Drilled Shaft
Tomac, I., Zhu, K., & Wang, Y.
Combined Effects of Liquefaction-Induced Lateral Spreading and Superstructure Inertial Loads on Pile Foundations
Martinez, J.A., Khosravifar, A., Ebeido, A., & Elgamal, A.
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.
Editorial Note - Vol. 15, No. 1, 2021
Lemnitzer, A. & Siegel, T. C.
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.
Full-Scale Load Testing and Extraction of Augered Cast-in-Place (ACIP) Piles in Central Florida
Marinucci, A., Moghaddam, R. B., & NeSmith, W., Jr.
Geotechnical Resistances of Drilled Shafts in Triassic Basin Sedimentary Rocks
Turner, J. P. & Billiet, W. A.
Skin Friction Directionality in Monotonically-and Cyclically-Loaded Bio-inspired Piles in Sand
Martinez, A. & O'Hara, K.
Results of an Instrumented Static Loading Test and Its Application to Design Compilation of an International Survey
Fellenius, B. H.
Editorial Note - Vol. 15, No. 2, 2021
Lemnitzer, A. & Siegel, T. C.
A Small-Scale Experimental Investigation on the Benefits of a Hybrid Pile/Footing System on Sand
Maadheedi, M.A., Hytiris, N. & Mickovski, S.B.
Lateral Spreading and Stability of Embankments Supported on Fractured Unreinforced High-Modulus Columns
Gallant, A. P. & Botero-Lopez, D.
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.
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.
Model Uncertainties in Foundation Design
Samtani, N.C.
Evaluation of Negative Skin Friction on Bridge Abutment Piles
Drbe, O., El Naggar, M.H., Sadrekarimi, A.
Editorial Note - Vol. 14, No. 1, 2020
Lemnitzer, A. & Siegel, T. C.
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.
Safety Factor for Drilled Shaft Foundations Subjected to Wind-Induced Torsion
Aguilar, V., Nowak, A., Stallings, J. M. & Anderson, J. B.
Analysis of Strain-Gage Records from a Static Loading Test on a CFA Pile
Fellenius, B. H. & Ruban, T.
Theoretical “t-z” Curves for Piles in Radially Inhomogeneous Soil
Bateman, A. & Crispin, J.
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.
Editorial Note - Vol. 14, No. 2, 2020
Lemnitzer, A. & Siegel, T. C.
Behavior of Sand Compaction Columns Installed in Cohesionless Deposits
Aarthi, N.
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.
How Soils Can Help Predict High Rebound of Prestressed Concrete Displacement Piles
Cosentino, P. J. & Horhota, D. J.
Shear Demands of Rock-Socketed Piles Subject to Cyclic Lateral Loading
Farrag, R., Cox, C., Turner, B. J. & Lemnitzer, A.
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.
Editorial Note - Vol. 13, No. 1, 2019
Lemnitzer, A. & Siegel, T. C.
Performance Assessment of Wave Equation Analysis for Driven Steel H-Piles in IGM
Adhikari, P., Gebreslasie, Y. Z., Ng, K. W. & Wulff, S. S.
Estimating Capacity and Reliability of Existing Foundations for Evaluation of Reuse
Boeckmann, A. Z.
Modified Strong Rock P-Y Curves for Rock-Socketed Pile Shafts
Khosravifar, A. & Zafir, Z.
Lateral Forces on Pile Due to Soil Slope Creep
Albus, D. E. & Ghahreman, B.
Torsional Resistance of Drilled Shaft Foundations: A State-of-the-Art Review
Aguilar, V., Stallings, J. M., Anderson, J. B. & Nowak, A.
Editorial Note - Vol. 13, No. 2, 2019
Lemnitzer, A. & Siegel, T. C.
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.
Cyclic Loading of Piles Using the P-Y Method
Bristow, M.
Behaviour of Hollow Bar Micropiles Under Uplift and Lateral Loading
El Hadi Drbe, O. F. & El Naggar, M. H.
Foundation Design and Construction Challenges with Marsh Deposits in a High Seismic Risk Zone
Miyake, T. T. & Saberi, M. R.
Ground Improvement Design and Construction for Seattle’s Elliott Bay Seawall Replacement and Retrofit
Perkins, W. & Malinak, A.
Editorial Note - Vol. 12, No. 1, 2018
Lemnitzer, A. & Siegel, T. C.
Scale Model Investigation of the Effect of Vertical Load on the Lateral Response of Micropiles in Sand
Kershaw, K. & Luna, R.
Micropiles Below Groundwater at the South Auditorium Block Site, Buffalo, New York
Nodine, M. C., Eggers, P., Walker, M. P. & Aubrecht, D. E.
Performance of Laterally Loaded Helical Piles in Clayey Soils Established From Field Experience
Sakr, M.
Case Study: H-Piles Driven Into Shale Rock for Compression and Uplift Resistance
Oweis, I. S. & Anthony, S.
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.
Binder Threshold Approach to Predicting Soil Mixing Strength in Organic Soils
Costello, K., Baker, S. & Mullins, G.
Editorial Note - Vol. 12, No. 2, 2018
Lemnitzer, A. & Siegel, T. C.
Texas Cone Penetrometer Foundation Design Method: Qualitative and Quantitative Assessment
Moghaddam, R. B., Jayawickrama, P. W., Lawson, W. D., Surles, J. G. & Seo, H.
Wanapum Dam Repaired Using Post-Tensioning Anchors
Stein, A., Hughes, A. E., Deschamps, R. & Barkauskas, B. D.
Performance-Based Design of Energy Pile Foundations
Rotta Loria, A. F.
Advances in Stress-Wave Nondestructive Testing Methods for Evaluation of Deep Foundations
Kordjazi, A., Coe, J. T. & Mahvelati, S.
Comparison of FEA and Analytical Methods for Determining Stability of a RAP Supported MSE Wall
Reed, E. C. & VandenBerge, D. R.
Editorial Note - Vol. 12, No. 3, 2018
Lemnitzer, A. & Siegel, T. C.
Statistical Evaluation of Design Methods for Micropiles in Ontario Soils
Almeida, A. P. & Liu, J.
The Deep Soil Mixing for the Galataport Project in Istanbul, Turkey
Chiarabelli, M.
Settlement of Axially Loaded Pile Groups in Inhomogeneous Soil
Crispin, J. J. & Leahy, C. P.
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.
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.
Editorial Note - Vol. 11, No. 1, 2017
Lemnitzer, A. & Siegel, T. C.
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.
Axial Load Transfer of Drilled Shaft Foundations With and Without Steel Casing
Li, Q., Stuedlein, A. W. & Marinucci, A.
Effect of Nails Orientation and Length on Soil-Nailed Retaining Structures Stability
Askari, A. & Gholami, A.
State of Knowledge in Seismic Behaviour of Helical Piles
Cerato, A. B., Vargas, T. M. & Allred, S. M.
Editorial Note - Vol. 11, Nos. 2 & 3, 2017
Lemnitzer, A. & Siegel, T. C.
The Effect of Slurry Type on Drilled Shaft Cover Quality
Mobley, S., Costello, K. & Mullins, G.
On the Modelling of Pore Pressure Developments Below Cyclically Loaded Offshore Gravity Foundations
van Wijngaarden, M.
A New Approach for Evaluating the Ductility, Volumetric Stiffness and Permeability of Cut-Off Wall Backfill Materials
Ostrowsky, J. L.
Modified Design Procedures for Bridge Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading
Khosravifar, A. & Nasr, J.
Soil Plug Behaviour of Open-Ended Pipe Piles During Installation
Seo, H. & Kim, M.
Physical Modelling of Lime Stabilisation in Soft Soils Around Deep Excavations
Panchal, J. P., McNamara, A. M. & Stallebrass, S. E.
Editorial Note - Vol. 10, No. 1, 2016
Lemnitzer, A. & Siegel, T. C.
A Novel in Situ Test for the Design of Drilled Foundations
A. S. Bradshaw, B. Reyes, C. DeVillers, P. Sauco
Comparison of Borehole Ultrasound and Borehole Radar in Evaluating the Length of Two Unknown Bridge Foundations
Coe, J. T. & Kermani, B.
Analyzing Thermal Integrity Profiling Data for Drilled Shaft Evaluation
Johnson, K. R.
Pile Load Transfer From Static Load Test Inversion
Bradshaw, A. S.
Experimental Investigation of Energy Pile Response for Bridge Deck Deicing Applications
Olgun, C. G. & Bowers, G. A.
Editorial Note - Vol. 10, No. 2, 2016
Lemnitzer, A. & Siegel, T. C.
A Comparison of Design Practice of Bored Piles/Drilled Shafts Between Europe and North America
Brown, D. A., Wulleman, T. & Bottiau, M.
Kelly-Drilled Bored Piles: A Comparison of Construction Practices Between Europe and North America
Marinucci, A. & Jue, V.
A Comparison of Contracting Methods for Bored Pile (Drilled Shaft) Construction Between Europe and North America
Coleman, D. B. & Tipter, A.
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.
Editorial Note - Vol. 10, No. 3, 2016
Lemnitzer, A. & Siegel, T. C.
Cyclic Axial Performance of Helical-Tapered Piles in Sand
Fahmy, A. & El Naggar, M. H.
Cyclic Lateral Performance of Helical Tapered Piles in Silty Sand
Fahmy, A. & El Naggar, M. H.
Analysis of Ground Vibrations Induced by Pile Driving and a Comparison of Vibration Prediction Methods
Cleary, J. C. & Steward, E. J.
Theory and Modelling of Negative Skin Friction on a Pile in Soil
Siegel, T. C. & Lucarelli, A.
Region-Specific Calibration of Resistance Factors for Use With Static and Wave Equation Analyses of Driven Piles
Bougataya, Y. & Stuedlein, A. W.
Editorial Note - Vol. 9, No. 1, 2015
Lemnitzer, A. & Siegel, T. C.
Load Tests on Drilled Shaft Foundations in Moderately Strong to Strong Limestone
Race, M. L. & Coffman, R. A.
Static Tests on Instrumented Piles Affected by Residual Load
Fellenius, B. H.
Industry Survey of State of Practice for Helical Piles and Tiebacks
Clemence, S. P. & Lutenegger, A. J.
New Device for Measuring Drilled Shaft Bottom Sediment Thickness
Ding, J. Z., McIntosh, K. A., & Simon, R. M.
Performance of Biocemented Sydney Sand Using Ex Situ Mixing Technique
Duraisamy, Y. & Airey, D. W.
Editorial Note - Vol. 9, No. 2, 2015
Lemnitzer, A. & Siegel, T. C.
Response of a Drilled Shaft Foundation Constructed in a Redrilled Shaft Excavation Following Collapse
Race, M. L. & Coffman, R. A.
Discussion of ‘Interpretation of Augered Cast in Place Pile Capacity Using Static Loading Tests’
Chen, J. & Kulhawy, F. H.
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.
Effects of Installation Disturbance on Behavior of Multi-Helix Piles in Structured Clays
Bagheri, F. & El Naggar, M. H.
Pile Pinning and Interaction of Adjacent Foundations During Lateral Spreading
Turner, B. J. & Brandenberg, S. J.
Editorial Note - Vol. 8, No. 1, 2014
Lemnitzer, A. & Siegel, T. C.
Energy Piles in Underpinning Projects - Through Holes in Load Transfer Structures
Lautkankare, R., Sarola, V. & Kanerva-Lehto, H.
Comparative Analyses of Large Diameter Bored Piles Using International Codes
El Gendy, M., El-Arabi, I. A. & Kamal, M. A.
Cross-Hole Sonic Logging and Frequency Tomography Analysis of Drilled Shaft Foundations to Better Evaluate Anomalies Locations
Hajali, M. & Abishdid, C.
Interpretation of Augered Cast in Place Pile Capacity Using Static Loading Tests
Stuedlein, A. W., Reddy, S. C. & Evans, T. M.
Towards Performance Based Design of Drilled Shafts
Ng, K.
Editorial Note - Vol. 8, No. 2, 2014
Lemnitzer, A. & Siegel, T. C.
Outcomes From International Workshop on Thermoactive Geotechnical Systems for Near-Surface Geothermal Energy: From Research to Practice
Olgun, C. G. & McCartney, J. S.
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.
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.
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.
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.
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.
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.
Editorial Note - Vol. 7, No. 1, 2013
Porbaha, A., Brown, D. A., & Zafir, Z.
Commentary on the Selection, Design and Specification of Ground Improvement for Mitigation of Earthquake-Induced Liquefaction
The Ground Improvement Committee of DFI
Liquefaction Mitigation Synthesis Report
Siegel, T. C.
Grouted Micropiles for Foundation Remediation in Expansive Soil
Nelson, J. D., Chao, K., Overton, D. D., Fox, Z. P. & Dunham-Friel, J. S.
Relationship Between Installation Torque and Axial Capacities of Helical Piles in Cohesive Soils
Sakr, M.
Ultimate Lateral Resistance of Piles in Cohesive Soil
Hazzar, L., Karray, M., Bouassida, M. & Hussien, M. N.
Direct Solution of the Brinch-Hansen 90% Pile Ultimate Failure Load
Dotson, D. W.
Editorial Note - Vol. 7, No. 2, 2013
Porbaha, A., Brown, D. A., & Zafir, Z.
A Driveability Study of Precast Concrete Piles in Dense Sand
Doherty, P. & Igoe, D.
Ant Colony Optimization Method for Design of Piled-Raft Foundations
Yazdani, H., Hatami, K. & Khosravi, E.
Piezocone Penetration Testing in Florida High Pile Rebound Soils
Jarushi, F., Cosentino, P. J. & Kalajian, E. H.
Factors Affecting the Reliability of Augered Cast-In-Place Piles in Granular Soil at the Serviceability Limit State
Stuedlein, A. W. & Reddy, S. C.
A Review of the Design Formulations for Static Axial Response of Deep Foundations From CPT Data
Niazi, F. S. & Mayne, P. W.
Editorial Note - Vol. 6, No. 1, 2012
Porbaha, A., Brown, D. A., & Zafir, Z.
Jet Grouting and Safety of Tuttle Creek Dam
Stark, T. D., Axtell, P. J., Walberg, F., Dillon, J., Bellew, G. & Mathews, D. L.
Challenges and Uncertainties Relating to Open Caissons
Abdrabbo, F. & Gaaver, K.
The Influence of RC Nonlinearity on p-y Curves for CIDH Bridge Piers
Massone, L. & Lemnitzer, A.
Installation and Performance Characteristics of High Capacity Helical Piles in Cohesive Soils
Sakr, M.
Results of Dynamic and Static Load Tests on Helical Piles in the Varved Clay of Massachusetts
Beim, J. & Luna, S. C.
Editorial Note - Vol. 6, No. 2, 2012
Porbaha, A., Brown, D. A., & Zafir, Z.
Uplift Performance of Multi-Helix Anchors in Desiccated Clay
Stuedlein, A. W. & Young, J.
Strain Distributions in Full-Scale Energy Foundations
McCartney, J. S. & Murphy, K. D.
Performance-Based Reliability Design for Deep Foundations Using Monte Carlo Statistical Methods
Fan, H. & Liang, R.
Reliability-Based Optimization Design for Drilled Shafts/Slope System
Li, L. & Liang, R.
Behavior of Axially Loaded Drilled Shaft Foundations With Symmetric Voids Outside and Inside the Caging
Hajali, M. & Abishdid, C.
Editorial Note - Vol. 5, No. 1, 2011
Porbaha, A., Brown, D. A., & Zafir, Z.
Non-Destructive Testing, Evaluation and Optimization of Existing Deep Foundations for Re-Use Along the East Coast
Meyer, M. E. & Frizzi, R.
Theoretical and Experimental Investigation on Underwater Ground Anchors
Sciacca, L., Valmori, F., Melegari, C., Maletti, F., Lenzi, M., Campana, P. & Padovani, V.
Installation and Performance Characteristics of High Capacity Helical Piles in Cohesionless Soils
Sakr, M.
Behavior of Grouted Shaft Helical Anchors in Clay
Lutenegger, A. J.
Simplified Settlement Model for a Shallow Foundation on Composite Ground With Rigid Piles
Siegel, T. C.
Editorial Note - Vol. 5, No. 2, 2011
Porbaha, A., Brown, D. A., & Zafir, Z.
Foundations for the New Mississippi River Bridge, St. Louis
Axtell, P. J. & Brown, D. A.
Geotechnical Exploration Phase Drilled Shaft Load Testing
Vanderpool, W., Chesnut, R. & McGettigan, M.
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.
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.
Determination of Pile Damage in Concrete Piles
Verbeek, G. & Middendorp, P.
Editorial Note - Vol. 4, No. 1, 2010
Porbaha, A., Brown, D. A., & Zafir, Z.
Analysis of a Deep Excavation In Calgary, Alberta
Lardner, T., Janes, M., Lo, K. Y., Qu, G. & Micic, S.
Analyzing Drivability of Open Ended Piles in Very Dense Sands
Schneider, J. & Harmon, I.
Support of Structures in Expansive Shale Using Recycled Plastic Piles
Roberts, L. & Brandner, E.
Peak and Post-Peak Shear Strength of Cement-Bentonite
Axtell, P. J., Stark, T. D. & Dillon, J.
Drilled Displacement Piles – Current Practice and Design
Basuy, P., Prezzi, M. & Basu, D.
Editorial Note - Vol. 4, No. 2, 2010
Porbaha, A., Brown, D. A., & Zafir, Z.
Evaluating Excavation Support Systems to Protect Adjacent Structures
Finno, R.
Innovative Construction Techniques Used at North Shore Construction Project
Sen, K. & Evans, A.
Large Scale Lateral Testing of Pile Foundations
Lemnitzer, A.
Inelastic Response of Extended Pile Shafts in Laterally Spreading Ground During Earthquakes
Khosravifar, A. & Boulanger, R.
Thermal Integrity Profiling of Drilled Shafts
Mullins, G.
Load Testing and Interpretation of Instrumented Augered Cast-in-Place Piles
Siegel, T. C.
Editorial Note - Vol. 3, No. 1, 2009
Porbaha, A., Brown, D. A., & Zafir, Z.
Evaluating Axial Elastic Pile Response from Cone Penetration Tests
Mayne, P. W. & Niazi, F.
Test Pile Program to Determine Axial Capacity and Pile Setup for the Biloxi Bay Bridge
Thompson, III, W. R., Held, L. & Saye, S.
Reduction of Local Scour Around Cylindrical Bridge Piers Using Upstream Protective Piles
Bhattacharya, A. K. & Basack, S.
Soil Inclusions in Jet Grout Columns
Stark, T. D., Axtell, P. J., Lewis, J., Dillon, J., Empson, W., Topi, J. & Walberg, F.
Development of Design Practice for Piles in Stiff Glacial Till
Gavin, K.
Editorial Note - Vol. 3, No. 2, 2009
Porbaha, A., Brown, D. A., & Zafir, Z.
Suction Piles and Suction Anchors for Offshore Structures
Bang, S., Jones, K. D., Cho, Y. & Kwag, D. J.
Characterization of Loess for Deep Foundations
Parsons, R., Johnson, R., Brown, D. A., Dapp, S. & Brennan, J.
Uncertainty and Bias in Evaluation of LRFD Ultimate Limit State for Axially Loaded Driven Piles
Schneider, J.
Lateral Performance of Two-Section Helical Piles in Soft Soils
Sakr, M.
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.
A Comparison of Open Drilled Shafts to Temporarily Cased Drilled Shafts in Clay Soil
Witherspoon, W. T.
Evolution of Top of Pile Measurement Techniques in Deep Foundation Static Load Testing
Sinnreich, J. & Simpson, R.
Editorial Note - Vol. 2, No. 1, 2008
Porbaha, A., Brown, D. A., & Zafir, Z.
Increase in Shear Modulus by Soil Mix and Jet Grout Methods
Axtell, P. J. & Stark, T. D.
Construction, Inspection and Lessons Learned for 3.81-m Diameter CIDH Piles – Richmond-San Rafael Bridge Seismic Retrofit
Dover, A. R. & Davidson, J.
Effects of Helical Anchor Geometry on Long-Term Performance of Small Wind Tower Foundations Subject to Dynamic Loads
Cerato, A. B. & Victor, R.
Ultimate Soil Pressures for Pile Groups in Soft Clay Subjected to Lateral Soil Movements
Miao, L. F., Goh, A. T. C. & Wong, K. S.
Lateral Earth Pressure on Lagging in Soldier Pile Wall Systems
Perko, H. & Boulden, J.
Construction of Large Drilled Shafts
Brown, D. A.
Editorial Note - Vol. 1, No. 1, 2007
Porbaha, A., Brown, D. A., & Zafir, Z.
Design and Construction of the Sutong Bridge Foundations
Bittner, R. B., Safaqah, O., Zhang, X. & Jensen, O. J.
Deep Diaphragm Wall Activities at Randstad Rail Project in Rotterdam, The Netherlands
Pöllath, K., Haehnig, F. & Glückert, J.
Design of Drilled Shafts Supporting Sound Walls
Yang, K., Liang, R., Nusairat, J. & Abu-Hejleh, N.
Ground Movements - A Hidden Source of Loading on Deep Foundations
Poulos, H. G.
Rapid Lateral Load Testing of Deep Foundations
Brown, D. A.