Foundation Engineering in the Face of Uncertainty

[1]  Kok-Kwang Phoon,et al.  Reliability Analysis of Partial Safety Factor Design Method for Cantilever Retaining Walls in Granular Soils , 2009 .

[2]  Kok-Kwang Phoon,et al.  On Quantifying Inherent Soil Variability , 1996 .

[3]  Fred H. Kulhawy,et al.  SOME RECENT DEVELOPMENTS IN INTERACTIVE COMPUTER GRAPHICS FOR 3-D NONLINEAR GEOTECHNICAL FEM ANALYSIS. PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS, 11-15 APRIL 1988, INNSBRUCK, AUSTRIA. VOLUMES 1 - 3 , 1988 .

[4]  S. W. Agaiby,et al.  Experimental study of drained lateral and moment behavior of drilled shafts during static and cyclic loading. Final report , 1992 .

[5]  Sami O. Akbas,et al.  Reliability-Based Design of Shallow Foundations in Cohesionless Soils under Compression Loading: Serviceability Limit State , 2011 .

[6]  Fred H. Kulhawy,et al.  In-Situ Testing to Characterize Electric Transmission Line Routes , 1986 .

[7]  Fred H. Kulhawy,et al.  Some Observations on Reliability-Based Design of Rock Footings , 2011 .

[8]  Xinsheng Duan,et al.  Tip Post-Grouting of Slurry-Drilled Shafts in Soil: Chinese Experiences , 2009 .

[9]  Fred H. Kulhawy,et al.  Probabilistic Site Strategy for Transmission Lines , 1987 .

[10]  F. H. Kulhawy,et al.  Reliability-based foundation design for transmission line structures , 1988 .

[11]  F H Kulhawy,et al.  SOME OBSERVATIONS ON PILED RAFT (MAT) FOUNDATION ANALYSES , 1999 .

[12]  Fred H. Kulhawy,et al.  Manual on estimating soil properties for foundation design , 1990 .

[13]  Fred H. Kulhawy,et al.  Drilled Shaft Design for Transmission Structures Using LRFD and MRFD , 2002 .

[14]  Yit-Jin Chen,et al.  Evaluation of compression load test interpretation criteria for driven precast concrete pile capacity , 2013 .

[15]  F. Kulhawy,et al.  Influence of Geologic Development on Horizontal Stress in Soil , 1989 .

[16]  H Trautmann Charles,et al.  Artificial intelligence and geotechnical engineering design software , 1991 .

[17]  K. Phoon,et al.  Characterization of Geotechnical Variability , 1999 .

[18]  Sang-Soo Jeon,et al.  Evaluation of Axial Compression Behavior of Micropiles , 2001 .

[19]  Kok-Kwang Phoon,et al.  Evaluation of Geotechnical Property Variability , 1999 .

[20]  Fred H. Kulhawy,et al.  Load Transfer in Deep Foundations Under Repeated Axial Loading , 1989 .

[21]  Kok-Kwang Phoon,et al.  Geo-RBD for Foundations — Let's Do It Right! , 2009 .

[22]  Fred H. Kulhawy,et al.  Economic Design Optimization of Foundations , 2008 .

[23]  Widjojo A. Prakoso,et al.  Retaining Structure Effect on Piled Raft Foundation Performance , 2002 .

[24]  Fred H. Kulhawy,et al.  Some Observations on Undrained Side Resistance of Drilled Shafts , 1989 .

[25]  Fred H. Kulhawy,et al.  Characterization and Estimation of Geotechnical Variability in Ankara Clay: A Case History , 2010 .

[26]  Fred H. Kulhawy,et al.  On the Uplift Behavior of Spread Foundations , 2013 .

[27]  Thomas D. O'Rourke,et al.  Sand density measurements for laboratory studies , 1985 .

[28]  Fred H. Kulhawy,et al.  Philately, Civil Engineering, and Karl Terzaghi , 2005 .

[29]  K. Phoon,et al.  Observations on Geotechnical Reliability-Based Design Development in North America , 2013 .

[30]  Fred H. Kulhawy.  ASCE Drilled Shaft Standard: University Perspective , 1984 .

[31]  Fred H. Kulhawy,et al.  Spread Foundations in Uplift: Experimental Study , 1987 .

[32]  Kok-Kwang Phoon,et al.  Reliability-based design for transmission line structure foundations , 2000 .

[33]  Yu Wang,et al.  A Comparative Study of Drilled Shaft Design Using LRFD and Expanded RBD , 2011 .

[34]  Fred H. Kulhawy,et al.  Drilled Shaft Foundations , 1991 .

[35]  Kok-Kwang Phoon,et al.  Engineering Judgment in the Evolution from Deterministic to Reliability-Based Foundation Design , 1996 .

[36]  Fred H. Kulhawy,et al.  Uplift Load-Displacement Behavior of Grillage Foundations , 1994 .

[37]  Paul W. Mayne,et al.  LABORATORY MODELING OF LATERALLY-LOADED DRILLED SHAFTS IN CLAY. DISCUSSIONS AND CLOSURE , 1995 .

[38]  Fred H. Kulhawy,et al.  Observations on Load Tests for Drilled Shafts , 1985 .

[39]  Kok-Kwang Phoon,et al.  RELIABILITY-BASED DESIGN OF DRILLED SHAFTS UNDER UNDRAINED LATERAL-MOMENT LOADING , 2004 .

[40]  Fred H. Kulhawy,et al.  Overview of Some EPRI Research for Transmission Line Structure Foundations , 2002 .

[41]  Fred H. Kulhawy,et al.  Interpretation of Load Tests on Drilled Shafts—Part 2: Axial Uplift , 1989 .

[42]  A. Goh,et al.  Neural network approach to model the limit state surface for reliability analysis , 2003 .

[43]  Kok-Kwang Phoon,et al.  Development of a reliability-based design framework for transmission line structure foundations , 2003 .

[44]  C. H. Trautmann,et al.  On large-scale model testing of laterally loaded drilled shafts in sand , 1996 .

[45]  F. Kulhawy,et al.  Uplift Load‐Displacement Behavior of Spread Foundations , 1988 .

[46]  Thomas D. O'Rourke,et al.  The Soil-Rock Boundary: What is it and Where is it? , 1991 .

[47]  Fred H. Kulhawy,et al.  Reliability-Based Design Approach for Differential Settlement of Footings on Cohesionless Soils , 2009 .

[48]  Fh Kulhawy,et al.  Preparation of Large-Size Laboratory Deposits of Cohesive Soil , 1993 .

[49]  John P. Carter,et al.  Analysis of Laterally Loaded Shafts in Rock , 1992 .

[50]  Jie-Ru Chen,et al.  Axial Uplift Behavior of Pressure-Injected Footings in Cohesionless Soil , 2002 .

[51]  Fred H. Kulhawy,et al.  Experimental investigation of the uplift behavior of spread foundations in cohesionless soil. Final report , 1991 .

[52]  Kok-Kwang Phoon,et al.  Practical Reliability-Based Design Approach for Foundation Engineering , 1996 .

[53]  Fred H. Kulhawy,et al.  Drained Elastic Behavior of Drilled Shafts in Cohesionless Soils , 2002 .

[54]  Fred H. Kulhawy.  Uncertainty, Reliability, and Foundation Engineering: The 5th Peter Lumb Lecture , 2010 .

[55]  Sami O. Akbas,et al.  Evaluation of Capacity of Rock Foundation Sockets , 2005 .

[56]  F. H. Kulhawy,et al.  Probabilistic Hyperbolic Models for Foundation Uplift Movements , 2007 .

[57]  Anthony T. C. Goh,et al.  Reliability assessment of serviceability performance of braced retaining walls using a neural network approach , 2005 .

[58]  Kok-Kwang Phoon.  Serviceability limit state reliability-based design , 2006 .

[59]  Kok-Kwang Phoon,et al.  Reliability-Based Design of Foundations-A Modern View , 2012 .

[60]  Fred H. Kulhawy,et al.  Uplift Behavior of Shallow Soil Anchors—An Overview , 1985 .

[61]  Widjojo A. Prakoso,et al.  Capacity of Foundations on Discontinuous Rock , 2006 .

[62]  D. Turcotte,et al.  The role of an intracrustal asthenosphere on the behavior of major strike-slip faults , 1984 .

[63]  Evaluation of Schmidt hammer rebound hardness test holders , 1984 .

[64]  Sami O. Akbas,et al.  Drained Soil Modulus from Load Tests for Shallow Foundation Design , 2009 .

[65]  Paul W. Mayne,et al.  Independence of geostatic stress from overconsolidation in some Beaufort Sea clays: Discussion , 1988 .

[66]  Yusuke Honjo,et al.  Why Consider Reliability Analysis for Geotechnical Limit State Design , 2003 .

[67]  K. Phoon,et al.  Drilled Shaft Side Resistance in Clay Soil to Rock , 1993 .

[68]  J. P. Sully,et al.  EFFECT OF LATERAL STRESS ON CPT PENETRATION PORE PRESSURES. AUTHOR'S CLOSURE , 1991 .

[69]  Fred H. Kulhawy,et al.  Review of Repeated Axial Load Tests on Deep Foundations , 1985 .

[70]  F. Kulhawy,et al.  Uplift Force‐Displacement Response of Buried Pipe , 1985 .

[71]  Fred H. Kulhawy,et al.  On the Interpretation of Drilled Foundation Load Test Results , 2002 .

[72]  F. H. Kulhawy,et al.  Cyclic axial loading of drilled shaft foundations in cohesive soil for transmission line structures , 1991 .

[73]  Pc Knodel,et al.  A Cohesive Soil for Large-Size Laboratory Deposits , 1991 .

[74]  Fred H. Kulhawy,et al.  Reliability Assessment of Basal-Heave Stability for Braced Excavations in Clay , 2008 .

[75]  Paul W. Mayne,et al.  Nonlinear Undrained Lateral Response of Rigid Drilled Shafts Using Continuum Theory , 1994 .

[76]  Fred H. Kulhawy,et al.  On the Evaluation of Static Soil Properties , 1992 .

[77]  E. Clukey,et al.  Response of Silts to Wave Loads: Experimental Study , 1985 .

[78]  Fred H. Kulhawy,et al.  Axial Compression of Footings in Cohesionless Soils. I: Load-Settlement Behavior , 2009 .

[79]  Yit-Jin Chen,et al.  Evaluation of lateral interpretation criteria for rigid drilled shafts , 2011 .

[80]  Yu Wang,et al.  Reliability Index for Serviceability Limit State of Building Foundations , 2008 .

[82]  Fred H. Kulhawy,et al.  Reliability Assessment of Geotechnical Serviceability State Using Neural Networks , 2006 .

[83]  Fred H. Kulhawy,et al.  Reduction of pile head displacement for restrained-head single pile , 2009 .

[84]  Widjojo A. Prakoso,et al.  Issues in Evaluating Capacity of Rock Socket Foundations , 2008 .

[85]  F. Kulhawy,et al.  A comparative evaluation of rock strength measures , 1984 .

[86]  Fred H. Kulhawy,et al.  Reliability-Based Design for Rock Footings , 2003 .

[87]  Fred H. Kulhawy,et al.  CYCLIC AXIAL LOADING OF DRILLED SHAFTS IN COHESIVE SOIL. DISCUSSIONS AND CLOSURE , 1994 .

[88]  Fred H. Kulhawy,et al.  Drained Uplift Capacity of Drilled Shafts under Repeated Axial Loading , 1990 .

[89]  F. Kulhawy,et al.  Identification and Description of Soils Containing Very Coarse Fractions , 2009 .

[90]  Widjojo A. Prakoso,et al.  Contribution to Piled Raft Foundation Design , 2001 .

[91]  Jp Turner,et al.  Physical Modeling of Drilled Shaft Side Resistance in Sand , 1994 .

[92]  Fh Kulhawy,et al.  LABORATORY MODELING OF INCLINED-LOADED SHAFTS IN SAND , 1998 .

[93]  Fred H. Kulhawy,et al.  Expanded Reliability-Based Design Approach for Drilled Shafts , 2011 .

[94]  Fred H. Kulhawy,et al.  DIRECT AND INDIRECT DETERMINATIONS OF IN SITU K SUB 0 IN CLAYS , 1990 .

[95]  C. G. Chua,et al.  Bayesian Neural Network Analysis of Undrained Side Resistance of Drilled Shafts , 2005 .

[96]  Jie-Ru Chen,et al.  Axial Compression Behavior of Augered Cast-In-Place (ACIP) Piles in Cohesionless Soils , 2005 .

[97]  Fred H. Kulhawy,et al.  Evaluation of Uplift Interpretation Criteria for Drilled Shaft Capacity , 2008 .

[98]  Fred H. Kulhawy,et al.  What Is Foundation Failure , 2013 .

[99]  F. H. Kulhawy,et al.  Experimental study of drained behavior of drilled shafts during static inclined loading , 1992 .

[100]  Fred H. Kulhawy,et al.  Interpretation of Load Tests on Drilled Shafts—Part 1: Axial Compression , 1989 .

[101]  K. Phoon,et al.  Characterisation of model uncertainties for laterally loaded rigid drilled shafts , 2005 .

[102]  William J. Neely,et al.  BEARING CAPACITY OF EXPANDED-BASE PILES WITH COMPACTED CONCRETE SHAFTS , 1990 .

[103]  F. H. Kulhawy,et al.  Experimental analysis of drilled shaft foundations subjected to repeated axial loads under drained conditions: Final report , 1987 .

[104]  Fred H. Kulhawy,et al.  CUFAD+: Foundation Design with Knowledge-Based Input Data Advisors , 1997 .

[105]  Kok-Kwang Phoon,et al.  Reliability-Based Design of Foundations for Transmission Line Structures , 2006 .

[106]  Fred H. Kulhawy.  Discussion of “Reliability approach for the side resistance of piles by means of the total stress analysis (α Method)”Appears in Canadian Geotechnical Journal, 44(11): 1378–1390. , 2008 .

[107]  Fred H. Kulhawy,et al.  Foundation Engineering for Transmission Line Structures , 2010 .

[108]  Fred H. Kulhawy,et al.  On the Axial Behavior of Drilled Foundations , 2004 .

[109]  F. H. Kulhawy,et al.  Field evaluation of grillage foundation uplift capacity , 1990 .

[110]  Fred H. Kulhawy,et al.  Interpreted Failure Load for Drilled Shafts via Davisson and L 1 -L 2 , 2009 .

[111]  Kenneth C. Hover,et al.  Microconcrete for model drilled shaft foundations , 1994 .

[112]  Paul W. Mayne,et al.  Observations on the development of pore-water stresses during piezocone penetration in clays , 1990 .

[113]  Fred H. Kulhawy,et al.  Issues in Evaluating Combined Repeated Loading of Deep Foundations , 1989 .

[114]  Kok-Kwang Phoon,et al.  Characterization of Model Uncertainties for Drilled Shafts Under Undrained Axial Loading , 2005 .

[115]  F. Kulhawy,et al.  Effects of Testing Conditions on Intact Rock Strength and Variability , 2011 .