A Bibliography of Consolidation

This is a citation bibliography of works dealing with the quasi-static theory of consolidation of soil, and rock, as at 1982.

[1]  T. J. Poskitt,et al.  THE CONSOLIDATION OF PEAT , 1972 .

[2]  Hisao Aboshi,et al.  A STUDY ON THE CONSOLIDATION PROCESS AFFECTED BY WELL RESISTANCE IN THE VERTICAL DRAIN METHOD , 1967 .

[3]  J. Bear,et al.  Mathematical model for regional land subsidence due to pumping: 2. Integrated aquifer subsidence equations for vertical and horizontal displacements , 1981 .

[4]  Maurice A. Biot,et al.  Consolidation Settlement Under a Rectangular Load Distribution , 1941 .

[5]  C B Crawford,et al.  The Resistance of Soil Structure to Consolidation , 1965 .

[6]  R L Kondner,et al.  CONSOLIDATION COEFFICIENT: COHESIVE SOIL MIXTURES , 1964 .

[7]  E. C. McRoberts,et al.  A theory of soil sedimentation , 1976 .

[9]  P La Rochelle,et al.  ANALYSE CRITIQUE DE LA THEORIE DE CONSOLIDATION UNIDIMENSIONNELLE DE TERZAGHI , 1979 .

[10]  D. E. Kenyon.  Consolidation in Transversely Isotropic Solids , 1979 .

[11]  Maurice A. Biot,et al.  Consolidation Settlement of a Soil with an Impervious Top Surface , 1941 .

[12]  Eugene L. Marvin.  VISCOELASTIC PLATE ON POROELASTIC FOUNDATION , 1972 .

[13]  Goro Imai,et al.  SETTLING BEHAVIOR OF CLAY SUSPENSION , 1980 .

[14]  W. B. Wilkinson,et al.  The Radial Consolidation of Clay Soils , 1969 .

[15]  I. F. Christie.  The Solution of Consolidation problems by General-Purpose Analogue Computer , 1966 .

[16]  R Larsson.  Drained behaviour of Swedish clays , 1981 .

[17]  Brian Vickers,et al.  Consolidation of Fibrous Peat , 1975 .

[18]  T J Poskitt,et al.  A THEORETICAL AND EXPERIMENTAL INVESTIGATION OF MILDLY NONLINEAR CONSOLIDATION BEHAVIOR IN SATURATED SOIL , 1971 .

[19]  Mohsen M. Baligh,et al.  Consolidation Theory with Stress Reduction Due to Settlement , 1978 .

[20]  Gerald Patrick Raymond.  CONSOLIDATION OF SLIGHTLY OVERCONSOLIDATED SOILS , 1966 .

[21]  Stanley J. Johnson,et al.  PRECOMPRESSION FOR IMPROVING FOUNDATION SOILS , 1969 .

[22]  W. R. Spillers,et al.  Solutions for the Infinite Layer and the Half‐Space for Quasi‐Static Consolidating Elastic and Viscoelastic Media , 1962 .

[23]  Prabhata K. Swamee,et al.  A COMPUTATIONAL METHOD FOR CONSOLIDATION-COEFFICIENT , 1977 .

[24]  H. Bolton Seed,et al.  Pore Pressure Development under Offshore Gravity Structures , 1977 .

[25]  G. De Josselin de Jong,et al.  Consolidation Around Pore Pressure Meters , 1953 .

[26]  P W Rowe.  SUMMARY. THE INFLUENCE OF GEOLOGICAL FEATURES OF CLAY DEPOSITS ON THE DESIGN AND PERFORMANCE OF SAND DRAINS. , 1968 .

[27]  Dobroslav Znidarčić,et al.  Finite Strain Consolidation: Test Conditions , 1981 .

[28]  Binh-Le Ly.  A method to estimate the degree of consolidation of a non‐homogeneous clay layer , 1978 .

[29]  Laing Barden,et al.  Consolidation of Normally Consolidated Clay , 1965 .

[30]  R. E. Gibson.  The progress of consolidation in a clay layer increasing in thickness with time , 1958 .

[31]  T. W. Lambe,et al.  Predictions in soil engineering , 1973 .

[32]  Yukitoshi Murakami.  EFFECT OF LOADING DURATION ON RESULTS OF ONE-DIMENSIONAL CONSOLIDATION TESTS , 1977 .

[33]  K. T. Law,et al.  Settlement analysis of the Gloucester test fill , 1976 .

[34]  Melvin I. Esrig.  Pore Pressures, Consolidation, and Electrokinetics , 1968 .

[35]  I. M. Smith,et al.  Biot analysis of consoidation beneath embankments , 1976 .

[36]  Gunadhar Paria.  Axisymmetric Consolidation for a Porous Elastic Material Containing a Fluid , 1957 .

[37]  Yukitoshi Murakami,et al.  EXCESS PORE-WATER PRESSURE AND PRECONSOLIDATION EFFECT DEVELOPED IN NORMALLY CONSOLIDATED CLAYS OF SOME AGE , 1979 .

[38]  Herbert B. Kingsbury,et al.  Determination of Material Parameters of Poroelastic Media , 1984 .

[39]  田村 武.  Theory of multi-dimensional consolidation and numerical analysis of nonlinear soil problem , 1979 .

[40]  J. R. Booker.  A NUMERICAL METHOD FOR THE SOLUTION OF BIOT'S CONSOLIDATION THEORY , 1973 .

[41]  I Lam,et al.  PORE-PRESSURE DISSIPATION DURING OFFSHORE CYCLIC LOADING , 1980 .

[42]  Asuri Sridharan,et al.  RECTANGULAR HYPERBOLA FITTING METHOD FOR ONE DIMENSIONAL CONSOLIDATION , 1981 .

[43]  D. G. Fredlund,et al.  Consolidation of Unsaturated Porous Media , 1984 .

[44]  Chandrakant S. Desai,et al.  Evaluation of some numerical schemes for consolidation , 1973 .

[45]  Makoto Toriihara,et al.  Theory of One-Dimensional Consolidation of Clays with Consideration of their Rheological Properties , 1976 .

[46]  R. Barron.  Closure of "Consolidation of Fine-Grained Soils by Drain Wells" , 1948 .

[47]  T. J. Poskitt.  CONDOLIDATION OF CLAY AND PEAT WITH VARIABLE PROPERTIES , 1971 .

[48]  Hirokazu Monden.  Characteristics of Side Friction in the One-Dimensional Consolidation Test , 1969 .

[49]  K. S. Sarma,et al.  Consolidation under embankment-type loads , 1976 .

[50]  Harvey E. Wahls,et al.  Consolidation Under Constant Rates of Strain , 1969 .

[51]  H. Deresiewicz.  Effects of restricted flow at the surface of saturated clay , 1979 .

[52]  W J Eden,et al.  Settlement Observations at Kars Bridge , 1968 .

[53]  Chandrakant S. Desai,et al.  Two numerical schemes for nonlinear consolidation , 1981 .

[54]  K. Terzaghi.  Erdbaumechanik : auf bodenphysikalischer Grundlage , 1925 .

[55]  D A Cumming.  The consolidation of a layer of saturated soil under moving loads , 1962 .

[56]  Ranbir S. Sandhu,et al.  Numerical performance of some finite element schemes for analysis of seepage in porous elastic media , 1977 .

[57]  Jean-Pierre Magnan,et al.  ANALYSE GRAPHIQUE DES TASSEMENTS OBSERVES SOUS LES OUVRAGES , 1980 .

[58]  Robert L. Schiffman,et al.  A Comparison between Two Theories of Finite Strain Consolidation , 1981 .

[59]  T Tan.  SECONDARY TIME EFFECTS AND CONSOLIDATION OF CLAYS , 1958 .

[60]  Edward Charles. McRoberts.  Stability of slopes in permafrost , 1973 .

[61]  R. E. Craine,et al.  Continuum Theories of Mixtures: Applications , 1976 .

[62]  R L Schiffmar,et al.  Finite and Infinitesimal Strain Consolidation , 1980 .

[63]  H. B. Kingsbury,et al.  Dynamic characterization of poroelastic materials , 1979 .

[64]  W. H. Ward,et al.  Stability of a Bank on a Thin Peat Layer , 1955 .

[65]  H. Deresiewicz,et al.  SETTLEMENT OF INHOMOGENEOUS CONSOLIDATING SOILS - 1: THE SINGLE-DRAINED LAYER UNDER CONFINED COMPRESSION , 1980 .

[66]  Robert L. Schiffman,et al.  The stress components of a porous medium , 1970 .

[67]  Dobroslav Znidarčić,et al.  On Terzaghi's concept of consolidation , 1982 .

[68]  K. Y. Lo,et al.  Secondary Compression of Clays , 1961 .

[69]  Kazuya Yasuhara,et al.  SECONDARY COMPRESSION OF ORGANIC SOILS , 1975 .

[70]  Roy E. Olson,et al.  Sedimentation-Consolidation Behavior of Phosphatic Clays , 1977 .

[71]  M. Biot.  THEORY OF DEFORMATION OF A POROUS VISCOELASTIC ANISOTROPIC SOLID , 1956 .

[72]  R. E. Gibson.  AN EXTENSION TO THE THEORY OF THE CONSTANT HEAD IN SITU PERMEABILITY TEST , 1970 .

[73]  Rj Krizek Rj,et al.  PREPARATION OF HOMOGENEOUS SOIL SAMPLES BY SLURRY CONSOLIDATION , 1971 .

[74]  Bernhard A. Schrefler,et al.  A fully coupled consolidation model of the subsidence of Venice , 1978 .

[75]  Kaare Hoeg,et al.  Construction Pore Pressures in Earth Dams , 1977 .

[76]  Hon-Yim Ko,et al.  Deconvolution techniques for linear systems , 1967 .

[77]  R. N. Jana.  DEFORMATION IN AN INFINITE POROELASTIC MEDIUM WITH A LONG CIRCULAR CYLINDRICAL HOLE , 1963 .

[78]  D. C. Drucker,et al.  Mechanics of Incremental Deformation , 1965 .

[79]  J. D. Bredehoeft,et al.  On the Maintenance of Anomalous Fluid Pressures: II. Source Layer at Depth , 1968 .

[80]  Chandrakant S. Desai.  Effects of driving and subsequent consolidation on behaviour of driven piles , 1978 .

[81]  R. E. Gibson,et al.  A THREE-DIMENSIONAL PROBLEM OF THE CONSOLIDATION OF A SEMI-INFINITE CLAY STRATUM , 1963 .

[82]  S. Hansbo,et al.  CONSOLIDATION BY VERTICAL DRAINS , 1981 .

[83]  Kunio Suyama,et al.  SIGNIFICANCE OF BORING IN SAMPLING , 1962 .

[84]  Jean-Pierre Magnan,et al.  Une méthode approchée pour la prévision des vitesses de tassement des sols fins doués de fluage , 1981 .

[85]  Yukitoshi Murakami,et al.  A Method for Estimating the Consolidation of a Normally Consolidated Clay of Some Age , 1980 .

[86]  Yoshiaki Yoshimi,et al.  Compression of Partially Saturated Cohesive Soils , 1963 .

[87]  R. L. Schiffman,et al.  Pore pressure and effective stress generation due to slowly moving loads , 1973 .

[88]  Chandrakant S. Desai,et al.  Consolidation analysis of layered anisotropic foundations , 1977 .

[89]  Nien-Yin Chang,et al.  Consolidation and Strength Properties of a Clay , 1978 .

[90]  A K Parkin.  Consolidation analysis by the velocity method , 1981 .

[91]  R. M. Bowen.  Part I – Theory of Mixtures , 1976 .

[92]  Worsak Kanok-Nukulchal,et al.  An efficient finite element scheme for elastic porous media , 1982 .

[93]  Seiki Ohmaki.  DETERMINATION OF CONSOLIDATION CONSTANTS OF SATURATED CLAYS , 1972 .

[94]  F Darve,et al.  COMPORTEMENT VISQUEUX ET CONSOLIDATION DES ARGILES , 1981 .

[95]  Laing Barden,et al.  CONSOLIDATION OF CLAY WITH NON-LINEAR VISCOSITY , 1965 .

[96]  T. C. Kenney.  Closure of "Pore Pressures and Bearing Capacity of Layered Clays" , 1964 .

[97]  Kenneth W Cargill.  Consolidation of Soft Layers by Finite Strain Analysis. , 1982 .

[98]  S. W. Buol,et al.  Hydraulic and micromorphological properties of stream channel sediments , 1967 .

[99]  R T Murray.  TWO-DIMENSIONAL ANALYSIS OF SETTLEMENT BY COMPUTER PROGRAM , 1974 .

[100]  Raymond J. Krizek,et al.  DESICCATION AND CONSOLIDATION OF DREDGED MATERIALS , 1977 .

[101]  P. W. Rowe,et al.  A New Consolidation Cell , 1966 .

[102]  J. C. Small,et al.  A THEORY OF FINITE ELASTIC CONSOLIDATION , 1977 .

[103]  P. L. Newland,et al.  A Study of the Consolidation Characteristics of a Clay , 1960 .

[104]  John R Booker,et al.  Finite element analysis of primary and secondary consolidation , 1977 .

[105]  William F. Kleiman.  Use of Surcharges in Highway Construction , 1964 .

[106]  J. F. Nixon,et al.  One-dimensional Consolidation of Thawing Soils , 1971 .

[107]  Stanley J. Johnson,et al.  Foundation Precompression with Vertical Sand Drains , 1969 .

[108]  Yukitoshi Murakami,et al.  SOME ANALYTICAL RESULTS OF A PLANE STRAIN CONSOLIDATION PROBLEM OF A CLAY LAYER WITH FINITE THICKNESS , 1978 .

[109]  Yukitoshi Murakami,et al.  Plane Strain Consolidation of a Clay Layer with Finite Thickness , 1976 .

[110]  G. C. Sills.  Some conditions under which Biot's equations of consolidation reduce to Terzaghi's equation , 1975 .

[111]  K. Terzaghi,et al.  Theorie der Setzung von Tonschichten : eine Einführung in die analytische Tonmechanik , 1936 .

[112]  Pieter A. Vermeer,et al.  An accuracy condition for consolidation by finite elements , 1981 .

[113]  J. Hamilton,et al.  Improved Determination of Preconsolidation Pressure of a Sensitive Clay , 1960 .

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

[115]  Tamotsu Matsui,et al.  Multi-Dimensional Elasto-Plastic Consolidation Analysis by Finite Element Method , 1981 .

[116]  M. Biot.  THEORY OF ELASTICITY AND CONSOLIDATION FOR A POROUS ANISOTROPIC SOLID , 1955 .

[117]  H B Seed.  SETTLEMENT ANALYSES A REVIEW OF THEORY AND TESTING PROCEDURES , 1965 .

[118]  Sven Hansbo,et al.  Consolidation of clay, with special reference to influence of vertical sand drains : a study made in connection with full-scale investigations at Skå-Edeby , 1960 .

[119]  Robert L. Schiffman,et al.  The Secondary Consolidation of Clay , 1966 .

[120]  Herbert B. Kingsbury,et al.  Response to Dynamic Surface Pressure Distributions , 1980 .

[121]  James K. Mitchell,et al.  Fundamentals of soil behavior , 1976 .

[122]  Robert L. Nicholls,et al.  CONSOLIDATION UNDER ELECTRICAL-PRESSURE GRADIENTS , 1967 .

[123]  Hakuju Yamaguchi,et al.  On the Rigorous Solutions in One-Dimensional Consolidation of Non-Homogeneous Clay Layers , 1967 .

[124]  Giuseppe Gambolati,et al.  Mathematical simulation of the subsidence of Venice: 2. Results , 1974 .

[125]  James K. Mitchell,et al.  Electro-Osmotic Consolidation of Soils , 1976 .

[126]  T. J. Poskitt.  The Consolidation of Saturated Clay with Variable Permeability and Compressibility , 1969 .

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

[128]  J. C. Small,et al.  An investigation of the stability of numerical solutions of Biot's equations of consolidation , 1975 .

[129]  R. E. Gibson,et al.  PLANE STRAIN AND AXIALLY SYMMETRIC CONSOLIDATION OF A CLAY LAYER ON A SMOOTH IMPERVIOUS BASE , 1970 .

[130]  G. P. Raymond,et al.  A Non-Linear Theory of Consolidation , 1965 .

[131]  R. E. Gibson.  A one-dimensional consolidation problem with a moving boundary , 1960 .

[132]  D. C. Helm.  Conceptual Aspects of Subsidence Due to Fluid Withdrawal , 1982 .

[133]  Robert L. Schiffman,et al.  Consolidation of Nonhomogeneous Clay Layers , 1964 .

[134]  P. Basak.  Consolidation by Sand Drains in Initial Gradient Soils , 1977 .

[135]  Jean H. Prevost.  Consolidation of Anelastic Porous Media , 1981 .

[136]  R. F. Scott,et al.  New Method of Consolidation - Coefficient Evaluation , 1961 .

[137]  R. E. Gibson.  A Note on the Constant Head Test to Measure Soil Permeability in Situ , 1966 .

[138]  R. J. Krizek,et al.  Stress-Deformation-Time Behavior of Dredgings , 1976 .

[139]  R. T. Murray.  Computer program for the one-dimensional analysis of the rate of consolidation of multi-layered soils , 1975 .

[140]  R. P. Brenner,et al.  Consolidation and Settlement of Soft Clay , 1981 .

[141]  H Deresiewicz,et al.  SETTLEMENT OF INHOMOGENEOUS CONSOLIDATING SOILS - 2: THE SYMMETRICALLY LOADED MASS , 1980 .

[142]  R. E. Olson,et al.  MECHANISMS CONTROLLING COMPRESSIBILITY OF CLAYS , 1970 .

[143]  Hg Poulos,et al.  The one-dimensional consolidation of columns of soil of finite length , 1969 .

[144]  G P Raymond,et al.  The Prediction of Consolidation Rates in a Cemented Clay , 1968 .

[145]  Sakuro Murayama,et al.  A STUDY OF THE STRESS-STRAIN-TIME BEHAVIOR OF SATURATED CLAYS BASED ON A THEORY OF NONLINEAR VISCOELASTICITY , 1974 .

[146]  Richart.  A Review of the Theories for Sand Drains , 1957 .

[147]  M. Biot.  Theory of finite deformations of porous solids , 1972 .

[148]  D. E. Kenyon,et al.  The theory of an incompressible solid-fluid mixture , 1976 .

[149]  N. E. Simons,et al.  A Note on the One Dimensional Consolidation of Saturated Clays , 1969 .

[150]  Madhira R. Madhav,et al.  Analytical Solutions of Sand Drain Problems , 1978 .

[151]  Gwidon Szefer,et al.  Axisymmetric problem of the punch for the consolidating semi-space with mixed boundary permeability conditions , 1978 .

[152]  D. Murray,et al.  On Solutions of Plane Strain Consolidation Problems by Finite Element Methods , 1971 .

[153]  S. B. Tan,et al.  A Note on One-Dimensional Constant-Head Permeability Tests , 1968 .

[154]  R. E. Gibson.  An Analysis of System Flexibility and its Effect on Time-Lag in Pore-Water Pressure Measurements , 1963 .

[155]  G. L. England,et al.  The Theory of One-Dimensional Consolidation of Saturated Clays , 1967 .

[156]  L. Bjerrum.  ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS , 1967 .

[157]  Laing Barden,et al.  Consolidation of Compacted and Unsaturated Clays , 1965 .

[158]  K. S. Sarma,et al.  Consolidation due to shear loads distributed over a rectangular area , 1978 .

[159]  B Felix.  Étude théorique et expérimentale du fluage unidimensionnel des sols argileux , 1980 .

[160]  J. Rice,et al.  Some basic stress diffusion solutions for fluid‐saturated elastic porous media with compressible constituents , 1976 .

[161]  R. M. Bowen,et al.  Incompressible porous media models by use of the theory of mixtures , 1980 .

[162]  Robert Wm. Little,et al.  Interacting continuous medium composed of an elastic solid and an incompressible newtonian fluid , 1971 .

[163]  Robert L. Schiffman,et al.  An Analysis of Consolidation Theories , 1969 .

[164]  H E Wahls.  ANALYSIS OF PRIMARY AND SECONDARY CONSOLIDATION , 1965 .

[165]  R L Schiffmann.  FIELD APPLICATIONS OF SOIL CONSOLIDATION UNDER TIME- DEPENDENT LOADING AND VARYING PERMEABILITY , 1960 .

[166]  J. C. Small,et al.  Finite layer analysis of consolidation. I , 1982 .

[167]  Dwight A. Sangrey,et al.  Marine geotechnology—state of the art , 1977 .

[168]  C. P. Wroth,et al.  An analytical solution for the consolidation around a driven pile , 1979 .

[169]  R. E. Craine,et al.  CONTINUUM THEORIES OF MIXTURES: BASIC THEORY AND HISTORICAL DEVELOPMENT , 1976 .

[170]  Gholamreza Mesri,et al.  Time and Stress-Compressibility Interrelationship , 1977 .

[171]  R. Baker.  The effect of horizontal consolidation on differential settlements of footings on clay , 1976 .

[172]  Goro Imai,et al.  DEVELOPMENT OF A NEW CONSOLIDATION TEST PROCEDURE USING SEEPAGE FORCE , 1979 .

[173]  P. W. Rowe.  THE CALCULATION OF THE CONSOLIDATION RATES OF LAMINATED VARVED, OR LAYERED CLAYS, WITH PARTICULAR REFERENCE TO SAND DRAINS , 1964 .

[174]  J B Burland.  PORE PRESSURES AND DISPLACEMENTS BENEATH EMBANKMENTS ON SOFT NATURAL CLAY DEPOSITS , 1972 .

[175]  Vincenzo Pane,et al.  Effects of consolidation on permeability measurements for soft clay , 1983 .

[176]  Farhad Tabaddor.  Plates on saturated porous elastic foundations , 1978 .

[177]  Tommy C. Hopkins,et al.  Constant-Rate-of-Strain and Controlled-Gradient Consolidation Testing , 1978 .

[178]  T. J. Poskitt.  A Note on the Consolidation of Clay With Non-Linear Viscosity , 1967 .

[179]  A. K. Parkin,et al.  Coeffcient of consolidation by the velocity method , 1978 .

[180]  Zdenek Eisenstein,et al.  Analysis of Consolidation Behavior of Mica Dam , 1977 .

[181]  Kuantsai Lee.  CONSOLIDATION WITH CONSTANT RATE OF DEFORMATION , 1981 .

[182]  Naoki Kumamoto,et al.  A Key to Solution of the Irrotational Consolidation and its Application to Cylindrical Clay , 1981 .

[183]  G. Leonards,et al.  Time Effects in the Consolidation of Clays , 1960 .

[184]  Harry G. Poulos,et al.  RATE OF SETTLEMENT UNDER TWO- AND THREE- DIMENSIONAL CONDITIONS , 1972 .

[185]  Vincent P. Drnevich,et al.  Permeability and Consolidation of Normally Consolidated Soils , 1982 .

[186]  C. H. Yew,et al.  The determination of biot's parameters for sandstones , 1978 .

[187]  Laing Barden,et al.  CONSOLIDATION OF LAYERED CLAYS , 1969 .

[188]  J. Lowe,et al.  New Concepts in Consolidation and Settlement Analysis , 1974 .

[189]  T. J. Poskitt.  Settlement Charts for Anisotropic Soils , 1970 .

[190]  N. R. Morgenstern,et al.  On the consolidation of sedimenting clays , 1982 .

[191]  J. Mandel.  Consolidation Des Sols (Étude Mathématique) , 1953 .

[192]  D. E. Kenyon.  Consolidation in Compressible Mixtures , 1978 .

[193]  Gerald A. Leonards,et al.  Compressibility of Clay , 1964 .

[194]  P. W. Rowe.  Measurement of the Coefficient of Consolidation of Lacustrine Clay , 1959 .

[195]  John Lowe,et al.  Controlled Gradient Consolidation Test , 1969 .

[196]  G. C. Sills,et al.  The consolidation of a soil stratum, including self‐weight effects and large strains , 1981 .

[197]  R. Gran Olsson.  Rigorous solution of a differential equation in soil mechanics , 1949 .

[198]  D. W. Taylor.  A theory of clay consolidation accounting for secondary compression , 1940 .

[199]  Michael P. Cleary,et al.  Fundamental solutions for a fluid-saturated porous solid , 1977 .

[200]  James K. Mitchell,et al.  IN-SITU VOLUME-CHANGE PROPERTIES BY ELECTRO-OSMOSIS --THEORY , 1980 .

[201]  Minoru Matsuo,et al.  AN INVERSE PROBLEM APPROACH TO SETTLEMENT PREDICTION , 1980 .

[202]  James K. Mitchell,et al.  Closure of "In-Situ Volume-Change Properties by Electro-Osmosis — Evaluation" , 1980 .

[203]  H. Bolton Seed,et al.  Wave‐induced pore pressure in relation to ocean floor stability of cohesionless soils , 1978 .

[204]  Kouki Zen,et al.  Constant Rate of Strain Consolidation for very Soft Clayey Soils , 1980 .

[205]  Toshio Sawada,et al.  ON THE CONSOLIDATION OF PARTLY SATURATED SOILS COMPACTED WET OF OPTIMUM MOISTURE CONTENT , 1968 .

[206]  Henry Clifton Sorby,et al.  On the Application of Quantitative Methods to the Study of the Structure and History of Rocks , 1908, Quarterly Journal of the Geological Society of London.

[207]  Lawrence D. Johnson.  Mathematical model for predicting the consolidation of dredged material in confined disposal areas , 1976 .

[208]  Ronald F. Scott,et al.  Principles of soil mechanics , 1963 .

[209]  M. Randolph,et al.  Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity , 1979 .

[210]  L. Šuklje.  Stresses and strains in non‐linear viscous soils , 1978 .

[211]  Gerald P Raymond,et al.  Laboratory Consolidation of Some Normally Consolidated Soils , 1966 .

[212]  Alec Westley Skempton,et al.  The consolidation of clays by gravitational compaction , 1969, Quarterly Journal of the Geological Society of London.

[213]  Ken Been,et al.  Self-weight consolidation of soft soils: an experimental and theoretical study , 1981 .

[214]  R. E. Gibson,et al.  PLANE STRAIN AND AXIALLY SYMMETRIC PROBLEMS OF THE CONSOLIDATION OF A SEMI-INFINITE CLAY STRATUM , 1960 .

[215]  Hiroshi Yoshikuni,et al.  Consolidation of Soils by Vertical Drain Wells with Finite Permeability , 1974 .

[216]  R. E. Gibson,et al.  Influence of Duration of tests at Constant Rate of Strain on Measured “Drained” Strength , 1954 .

[217]  G. Mesri,et al.  Theory of consolidation of clays , 1974 .

[218]  N N Verigin.  CONSOLIDATION OF SATURATED SOIL, UPON ACTION OF EXTERNAL LOAD NORMAL TO BOUNDARY OF HALF-SPACE , 1965 .

[219]  Donald C. Helm,et al.  One‐dimensional simulation of aquifer system compaction near Pixley, California: 1. Constant parameters , 1975 .

[220]  A. Bishop,et al.  Measurement of Soil Properties in the Triaxial Test , 1976 .

[221]  M. Biot.  General solutions of the equations of elasticity and consolidation for a porous material , 1956 .

[222]  J. S. Burn.  Henley-on-Thames , 1856 .

[223]  N.Babu Shanker,et al.  Three-Dimensional Consolidation of A Saturated Clay Under Model Footings , 1975 .

[224]  Nguyen Thanh Toan.  Finite-Difference Solutions of Consolidation Problems , 1973 .

[225]  C. Cryer,et al.  A COMPARISON OF THE THREE-DIMENSIONAL CONSOLIDATION THEORIES OF BIOT AND TERZAGHI , 1963 .

[226]  John T. Christian.  Consolidation with Triangular Pressure Generation , 1977 .

[227]  H. Aboshi,et al.  STABILITY OF SOFT CLAY FOUNDATIONS UNDERNEATH EMBANKMENT, CONSOLIDATED BY MEANS OF CARD-BOARD DRAINS , 1969 .

[228]  Kouki Zen,et al.  Consolidation Characteristics of Dredged Marine Bottom Sediments with High Water Content , 1982 .

[229]  L. Barden.  TIME DEPENDENT DEFORMATION OF NORMALLY CONSOLIDATED CLAYS AND PEATS , 1971 .

[230]  Donald G. Jorgensen,et al.  Relationships between basic soils-engineering equations and basic ground-water flow equations , 1980 .

[231]  Robert V. Whitman,et al.  Settlement Problem Oriented Computer Language , 1970 .

[232]  John E. Garlanger,et al.  The consolidation of soils exhibiting creep under constant effective stress , 1972 .

[233]  Hideo Sekiguchi,et al.  ANALYSIS OF PARTIALLY-DRAINED TRIAXIAL TESTING OF CLAY , 1981 .

[234]  Alberto Ortenblad.  Mathematical Theory of the Process of Consolidation of Mud Deposits , 1930 .

[235]  Gerhard Krause.  Finite Element Schemes for Porous Elastic Media , 1978 .

[236]  Hans Sellmeijer,et al.  On the response of a poro-elastic bed to water waves , 1978, Journal of Fluid Mechanics.

[237]  J. C. Small,et al.  The analysis of finite elasto-plastic consolidation , 1979 .

[238]  James K. Mitchell,et al.  Chemico-Osmotic Effects in Fine-Grained Soils , 1973 .

[239]  Lars O. Soderberg,et al.  Consolidation Theory Applied to Foundation Pile Time Effects , 1962 .

[240]  M. S. Atkinson,et al.  CONSOLIDATION OF SOIL USING VERTICAL DRAINS , 1981 .

[241]  D. Smiles,et al.  The movement of water in swelling materials , 1968 .

[242]  A. McNabb.  A mathematical treatment of one-dimensional soil consolidation , 1960 .

[243]  Donald C. Helm,et al.  One‐dimensional simulation of aquifer system compaction near Pixley, California: 2. Stress‐Dependent Parameters , 1976 .

[244]  B Felix.  PRESENTATION D'UN NOUVEAU MODELE RHEOLOGIQUE ET DE SES APPLICATIONS A LA THEORIE DE LA CONSOLIDATION , 1981 .

[245]  Hirokazu Monden.  ONE-DIMENSIONAL CONSOLIDATION AFFECTED BY SIDE FRICTION , 1969 .

[246]  G. Szefer,et al.  Axisymmetric punch problem under condition of consolidation , 1975 .

[247]  M. B. Abbott.  One-Dimensional Consolidation of Multi-Layered Soils , 1960 .

[248]  R. Schiffman,et al.  ONE-DIMENSIONAL CONSOLIDATION OF LAYERED SYSTEMS , 1970 .

[249]  R. J. Krizek,et al.  One-dimensional mathematical model for large-strain consolidation , 1976 .

[250]  Wlodzimierz Derski.  Some contributions to the theory of flow of fluids through porous deformable media , 1967 .

[251]  E H Davis.  NON-LINEAR CONSOLIDATION AND THE EFFECT OF LAYER DEPTH , 1971 .

[252]  N. A. Tsytovich,et al.  THE DEVELOPMENT OF THE THEORY OF SOIL CONSOLIDATION IN THE U.S.S.R., 1917-1967 , 1969 .

[253]  Patrick Domenico,et al.  ELECTRIC ANALOGS IN TIME-SETTLEMENT PROBLEMS , 1965 .

[254]  Hiroaki Nagaoka,et al.  FINITE ELEMENT ANALYSIS OF CONSOLIDATION FOLLOWING UNDRAINED DEFORMATION , 1971 .

[255]  P Lumb,et al.  NUMERICAL SOLUTION OF SOME PROBLEMS IN THE CONSOLIDATION OF CLAY. , 1953 .

[256]  Kenneth Runesson,et al.  Efficient finite element analysis of 3D consolidation , 1982 .

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

[258]  J. C. Small,et al.  Elasto-plastic consolidation of soil , 1976 .

[259]  Hirofumi Nakanodo,et al.  Consolidation of a Clay Cylinder with External Radial Drainage , 1975 .

[260]  C. Crawford,et al.  The Influence of Rate of Strain on Effective Stresses in Sensitive Clay , 1960 .

[261]  M. Yavuz Corapcioglu,et al.  Mathematical model for regional land subsidence due to pumping: 1. Integrated aquifer subsidence equations based on vertical displacement only , 1981 .

[262]  J. R. Booker,et al.  THE TIME-SETTLEMENT BEHAVIOUR OF A RIGID DIE RESTING ON A DEEP CLAY LAYER , 1975 .

[263]  Robert L. Schiffman,et al.  The theory of one-dimensional consolidation of saturated clays. II. Finite nonlinear consolidation of thick homogeneous layers , 1981 .

[264]  T. J. Poskitt.  The numerical solution of non‐linear consolidation problems , 1971 .

[265]  Dwight A. Sangrey,et al.  Geotechnical Engineering Analysis Of Underconsolidated Sediments From Alaska Coastal Waters , 1979 .

[266]  Ken Been,et al.  Stress strain behaviour of a cohesive soil deposited under water , 1980 .

[267]  Mohsen M. Baligh,et al.  Consolidation Theory for Cyclic Loading , 1978 .

[268]  O. Madsen,et al.  Wave-induced pore pressures and effective stresses in a porous bed , 1978 .

[269]  C S Dunn.  TWO-DIMENSIONAL CONSOLIDATION UNDER EMBANKMENTS , 1974 .

[270]  John T. Christian.  Consolidation with Internal Pressure Generation , 1976 .

[271]  Giuseppe Gambolati,et al.  Mathematical simulation of the subsidence of Venice: 1 , 1973 .

[272]  R. E. Olson.  Consolidation Under Time-Dependent Loading , 1977 .

[273]  Carl B. Crawford,et al.  INTERPRETATION OF THE CONSOLIDATION TEST , 1964 .

[274]  H. Gray.  Simultaneous Consolidation of Contiguous Layers of Unlike Compressible Soils , 1944 .

[275]  M. Biot,et al.  THE ELASTIC COEFFICIENTS OF THE THEORY OF CONSOLIDATION , 1957 .

[276]  L. Barden.  Primary and Secondary Consolidation of Clay and Peat , 1968 .

[277]  Harry G. Poulos,et al.  The Use of Elastic Theory for Settlement Prediction Under Three-Dimensional Conditions , 1968 .

[278]  L. Šuklje,et al.  Rheologic aspects of soil mechanics , 1969 .

[279]  R. E. Gibson,et al.  DISPLACEMENT FUNCTIONS AND LINEAR TRANSFORMS APPLIED TO DIFFUSION THROUGH POROUS ELASTIC MEDIA , 1960 .

[280]  Arnold Verruijt.  Displacement functions in the theory of consolidation or in thermoelasticity , 1971 .

[281]  Norbert R. Morgenstern,et al.  Thaw–Consolidation Tests on Remoulded Clays , 1973 .

[282]  J. R. Booker,et al.  The consolidation of a finite layer subject to surface loading , 1974 .

[283]  M. R. Horne,et al.  The consolidation of a stratified soil with vertical and horizontal drainage , 1964 .

[284]  Nabor Carrillo,et al.  Simple Two and Three Dimensional Case in the Theory of Consolidation of Soils , 1942 .

[285]  Raymond J. Krizek,et al.  Preparation and identification of clay samples with controlled fabric , 1975 .

[286]  Don Roberts,et al.  Areal Fill Settlements and Building Foundation Behavior at the San Francisco Airport , 1962 .

[287]  N. E. Wilson,et al.  Consolidation of Soils Under Cyclic Loading , 1974 .

[288]  H. Nagaoka,et al.  Finite Element Method Applied to Biot’s Consolidation Theory , 1971 .

[289]  T H Wu,et al.  Analysis of Consolidation by Rate Process Theory , 1966 .

[290]  G. Heinrich,et al.  Theorie dreidimensionaler SetzungsvorgÄnge in Tonschichten , 1961 .

[291]  J. G. Hawley,et al.  A unified theory for the consolidation of clays : Conference. Session two. 8F, 27R. PROC. EIGHTH INT. CONF. ON SOIL MECH. FOUND. ENGNG, MOSCOW, 1973, V1, 3, 1973, P107–119 , 1975 .

[292]  Arnold Verruijt.  The Theory of Consolidation , 1984 .

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

[294]  A. Michaels,et al.  Settling Rates and Sediment Volumes of Flocculated Kaolin Suspensions , 1962 .

[295]  Lawrence D. Johnson,et al.  Evaluation of two finite element formulations for one-dimensional consolidation , 1972 .

[296]  Hiroaki Nagaoka,et al.  VARIATIONAL PRINCIPLES FOR CONSOLIDATION , 1971 .

[297]  Raymond J. Krizek,et al.  CONSOLIDATION OF RANDOMLY HETEROGENEOUS CLAY STRATA , 1975 .

[298]  Goro Imai,et al.  EXPERIMENTAL STUDIES ON SEDIMENTATION MECHANISM AND SEDIMENT FORMATION OF CLAY MATERIALS , 1981 .

[299]  G. P. Raymond.  CONSOLIDATION OF DEEP DEPOSITS OF HOMOGENEOUS CLAY , 1969 .

[300]  J R Booker,et al.  FINITE ELEMENT ANALYSIS OF THE CONSOLIDATION OF LAYERED SOILS , 1979 .

[301]  Yce Chang.  Long term consolidation beneath the test fills at Väsby, Sweden , 1981 .

[302]  H. Bolton Seed,et al.  Stabilization of Potentially Liquefiable Sand Deposits , 1977 .

[303]  Leslie G Bromwell,et al.  COMPARISON OF LABORATORY AND FIELD VALUES OF CV FOR BOSTON BLUE CLAY , 1968 .

[304]  R. E. Gibson,et al.  The Efficiency of Horizontal Drainage Layers for Accelerating Consolidation of Clay Embankments , 1968 .

[305]  Pisidhi Karasudhi,et al.  Load transfer from an elastic pile to a saturated porous elastic soil , 1981 .

[306]  D. G. Fredlund,et al.  A mathematical model for predicting moisture flow in an unsaturated soil under hydraulic and temperature gradients , 1981 .

[307]  N. A. Tsytovich,et al.  Problems of application of the theory of consolidation for fully saturated clayey soils , 1964 .

[308]  M Shoji,et al.  CONSOLIDATION OF EMBANKMENT FOUNDATION , 1976 .

[309]  N R Morgenstern,et al.  Submarine slumping and the initiation of turbidity currents , 1967 .

[310]  Hiroshi Kawakami.  The Measurement of Horizontal Coefficient of Consolidation ch by a Triaxial Testing Apparatus , 1964 .

[311]  Hisao Aboshi,et al.  CONSTANT LOADING RATE CONSOLIDATION TEST , 1970 .

[312]  J. F. Nixon,et al.  An Analysis of the Performance of a Warm-oil Pipeline in Permafrost, Inuvik, N.W.T. , 1975 .

[313]  I F Christie.  A RE-APPRAISAL OF MERCHANTS CONTRIBUTION TO THE THEORY OF CONSOLIDATION , 1964 .

[314]  R. A. Westmann,et al.  CONSOLIDATION OF POROUS MEDIA WITH NON-DARCY FLOW , 1973 .

[315]  W. B. Wilkinson,et al.  Constant Head in Situ Permeability Tests in Clay Strata , 1968 .

[316]  Robert E. Paaswell,et al.  Temperature Effects on Clay Soil Consolidation , 1967 .

[317]  R L Schiffman,et al.  CONSOLIDATION DUE TO TANGENTIAL LOADS , 1965 .

[318]  W. R. Spillers.  The quasi-static elastic and viscoelastic consolidating spherical cavity , 1962 .

[319]  Raymond J. Krizek,et al.  Mathematical model for one‐dimensional desiccation and consolidation of sedimented soils , 1981 .

[320]  Chiang C. Mei,et al.  Wave-induced stresses around a pipe laid on a poro-elastic sea bed , 1981 .

[321]  Ross B. Corotis,et al.  PROBABILISTIC APPROACH TO PREDICTION OF CONSOLIDATION SETTLEMENT , 1975 .