Consolidation theories for saturated-unsaturated soils and numerical simulation of residential buildings on expansive soils

ACADEMIC EXPERIENCE • Ph.D., Civil Engineering (Geotechnical Engineering), Texas A&M University (TAMU), 2004 Dissertation title: Consolidation Theories for Saturated-Unsaturated Soils and Numerical Simulation of Residential Buildings on Expansive Soils, Advisor: Jean-Louis Briaud • M. S., Civil Engineering (Geotechnical Engineering), China Institute of Water Resources and Hydropower Research (IWHR), Beijing, China, 1995 Thesis title: Study on Filter of Broadly-Graded Soils Used as Anti-Seepage Material of Core Wall in High Earth-Rock Dam, Advisor: Jie Liu • B. S., Civil Engineering(Geotechnical Engineering), Tongji University, Shanghai, China, 1992

[1]  Delwyn G. Fredlund,et al.  Development and verification of a coefficient of permeability function for a deformable unsaturated soil , 1998 .

[2]  M. Biot General Theory of Three‐Dimensional Consolidation , 1941 .

[3]  A. Skempton THE PORE-PRESSURE COEFFICIENTS A AND B , 1954 .

[4]  D. Fredlund,et al.  Equations for the soil-water characteristic curve , 1994 .

[5]  E. C. Childs,et al.  Movement of moisture in unsaturated soils. , 1950 .

[6]  Z. Bažant,et al.  Blunt Crack Band Propagation in Finite Element Analysis , 1979 .

[7]  H. L. Penman Natural evaporation from open water, bare soil and grass , 1948, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[8]  Ray W. Clough,et al.  Improved numerical integration of thick shell finite elements , 1971 .

[9]  J. T. Oden,et al.  Models and computational methods for dynamic friction phenomena , 1984 .

[10]  Howard A. Perko,et al.  Suction Compression Index Based on CLOD Test Results , 2000 .

[11]  Delwyn G. Fredlund,et al.  The Prediction of Total Heave , 1980 .

[12]  Delwyn G. Fredlund,et al.  One-dimensional consolidation theory: unsaturated soils , 1979 .

[13]  Jean-Louis Briaud,et al.  Coupled water content method for shrink and swell predictions , 2006 .

[14]  W. Green Studies in soil physics : I. The flow of air and water through soils , 1911 .

[15]  James K. Mitchell,et al.  Permeability of Compacted Clay , 1965 .

[16]  D E Jones,et al.  EXPANSIVE SOILS- THE HIDDEN DISASTER , 1973 .

[17]  Laing Barden,et al.  AIR AND WATER PERMEABILITY OF COMPACTED UNSATURATED COHESIVE SOIL , 1971 .

[18]  W. B. Voorhees,et al.  Unsaturated Water Flow Through a Simulated Wheel Track 1 , 1981 .

[19]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[20]  Antonio Gens,et al.  A framework for the behaviour of unsaturated expansive clays , 1992 .

[21]  Robert N. Goldberg,et al.  Evaluated activity and osmotic coefficients for aqueous solutions: The alkaline earth metal halides , 1978 .

[22]  J. Philip,et al.  The Theory of Infiltration , 1958 .

[23]  A. McGown,et al.  The form and function of microfabric features in a variety of natural soils , 1974 .

[24]  Eduardo Alonso,et al.  Consolidation of unsaturated soils including swelling and collapse behaviour , 1980 .

[25]  K. Terzaghi Theoretical Soil Mechanics , 1943 .

[26]  Giles Biddle Tree root damage to buildings , 1998 .

[27]  Delwyn G. Fredlund Volume change behavior of unsaturated soils , 1973 .

[28]  Harianto Rahardjo The study of undrained and drained behavior of unsaturated soils , 1990 .

[29]  W. Pearsall,et al.  Vegetation and Hydrology , 1963, Nature.

[30]  R C Herner,et al.  INTERRELATIONSHIP OF LOAD, VOLUME CHANGE, AND LAYER THICKNESSES OF SOILS TO THE BEHAVIOR OF ENGINEERING STRUCTURES , 1956 .

[31]  Shangyan Huang Evaluation and Laboratory Measurement of the Coefficient of Permeability in Deformable, Unsaturated Soils , 1994 .

[32]  W. R. Gardner,et al.  An Introduction to the Physical Basis of Soil Water Phenomena , 1970 .

[33]  J. Parlange,et al.  On Solving the Flow Equation in Unsaturated Soils by Optimization: Horizontal Infiltration , 1975 .

[34]  M W O'Neill,et al.  Methodology for Foundations on Expansive Clays , 1980 .

[35]  D. Earl Jones,et al.  Treating Expansive Soils , 1987 .

[36]  Braja M. Das,et al.  Introduction to Geotechnical Engineering , 1985 .

[37]  Xxyyzz So Your Home Is Built on Expansive Soils , 1995 .

[38]  Roland Pusch,et al.  Mineral–water interactions and their influence on the physical behavior of highly compacted Na bentonite , 1982 .

[39]  E. G. Richard,et al.  A model for the mechanics of jointed rock , 1968 .

[40]  Harianto Rahardjo,et al.  Volume change indices during loading and unloading of an unsaturated soil , 1992 .

[41]  W. R. Gardner SOME STEADY‐STATE SOLUTIONS OF THE UNSATURATED MOISTURE FLOW EQUATION WITH APPLICATION TO EVAPORATION FROM A WATER TABLE , 1958 .

[42]  E. Youngs,et al.  Fundamentals of Soil Physics. , 1982 .

[43]  Harianto Rahardjo,et al.  Experimental verification of the theory of consolidation for unsaturated soils , 1995 .

[44]  Delwyn G. Fredlund,et al.  Coupled Solution for the Prediction of Volume Change in Expansive Soils , 2002 .

[45]  I. A. Walter,et al.  The ASCE standardized reference evapotranspiration equation , 2005 .

[46]  Jose Henrique Feitosa Pereira,et al.  Numerical analysis of the mechanical behavior of collapsing earth dams during first reservoir filling , 1996 .

[47]  M. A. Crisfield,et al.  Snap‐through and snap‐back response in concrete structures and the dangers of under‐integration , 1986 .

[48]  A. W. Bishop,et al.  The Use of Pore-Pressure Coefficients in Practice , 1954 .

[49]  Jean-Louis Briaud,et al.  SHRINK TEST--WATER CONTENT METHOD FOR SHRINK AND SWELL PREDICTIONS , 2003 .

[50]  C. Priestley,et al.  On the Assessment of Surface Heat Flux and Evaporation Using Large-Scale Parameters , 1972 .

[51]  Delwyn G. Fredlund,et al.  Constitutive relations for volume change in unsaturated soils , 1976 .

[52]  H. Dines ‘Soil’ Mechanics , 1944, Nature.

[53]  John Burland,et al.  Limitations to the Use of Effective Stresses in Partly Saturated Soils , 1962 .

[54]  George H. Hargreaves,et al.  Reference Crop Evapotranspiration from Temperature , 1985 .

[55]  Lawrence D Johnson Evaluation of Laboratory Suction Tests for Prediction of Heave in Foundation Soils. , 1977 .

[56]  J. W. Hilf,et al.  AN INVESTIGATION OF PORE WATER PRESSURE IN COMPACTED COHESIVE SOILS , 1956 .

[57]  Sebastià Olivella Pastallé,et al.  Numerical formulation for a simulator (CODE_BRIGHT) for the coupled analysis of saline media , 1996 .

[58]  Richard G. Allen,et al.  FAO‐24 Reference Evapotranspiration Factors , 1991 .

[59]  Robert L. Lytton Prediction of Movement in Expansive Clays , 1994 .

[60]  Robert L. Lytton,et al.  FINITE ELEMENT METHOD ANALYSIS OF SLABS ON ELASTIC HALF SPACE EXPANSIVE SOIL FOUNDATIONS , 2002 .

[61]  P. W. Mitchell The Structural Analysis of Footings on Expansive Soil , 1980 .

[62]  Antonio Gens,et al.  A constitutive model for partially saturated soils , 1990 .

[63]  E. L. Matyas,et al.  Volume Change Characteristics of Partially Saturated Soils , 1968 .

[64]  D. Fredlund,et al.  Soil Mechanics for Unsaturated Soils , 1993 .

[65]  G. Wilson Soil evaporative fluxes for geotechnical engineering problems , 1990 .

[66]  J. R. Philip,et al.  Moisture movement in porous materials under temperature gradients , 1957 .

[67]  D. P. Volkov Permeability of porous materials , 1981 .

[68]  Curtis L. Larson,et al.  Modeling infiltration during a steady rain , 1973 .

[69]  Charles W. Boast,et al.  Introduction to Soil Physics , 1983 .

[70]  C. W. Thornthwaite An Approach Toward a Rational Classification of Climate , 1948 .

[71]  Antonio Gens,et al.  Mechanical behaviour of heavily compacted bentonite under high suction changes , 2003 .

[72]  P. R. Day,et al.  Pore Pressure and Suction in Soils , 1962 .

[73]  R. Horton An Approach Toward a Physical Interpretation of Infiltration-Capacity1 , 1941 .

[74]  John R. Nimmo,et al.  DIVISION S-l-SOIL PHYSICS Hydraulic Conductivity of a Sandy Soil at Low Water Content After Compaction by Various Methods , 1988 .