- ISBN: 9789058091390 | 9058091392
- Cover: Hardcover
- Copyright: 1/1/2000
Preface | p. XV |
Organisation | p. XVII |
Keynote lectures | |
Fundamentals of rockfill collapse | p. 3 |
Some thoughts and studies on the prediction of slope stability in expansive soils | p. 15 |
Solar energy and evapotranspiration: A control of the unsaturation state in soils | p. 33 |
Unsaturated tropical residual soils and rainfall induced slope failures in Malaysia | p. 41 |
Historical developments and milestones in unsaturated soil mechanics | p. 53 |
Geotechnical aspects of groundwater recharge in arid regions | p. 69 |
Fundamentals and theoretical developments | |
Prediction of cone-index from the state parameter of unsaturated soils | p. 85 |
Physical definition of residual water content in unsaturated soils | p. 91 |
The behaviour of unsaturated porous media in the light of a micromechanical approach | p. 95 |
Applicability of a general effective stress concept to unsaturated soils | p. 101 |
A neural network framework for unsaturated soils | p. 107 |
Study of the influence of adhesion force on deformation and strength of unsaturated soil by DEM analysis | p. 113 |
Application of the effective stress principle to volume change in unsaturated soils | p. 119 |
CT discrimination of fabric change of unsaturated compacted loess during compression process | p. 125 |
Generalized pore pressure model considering damage for unsaturated soil | p. 131 |
Constitutive models for triaxial consolidation and shearing of unsaturated soil | p. 137 |
Damage function and a masonry model for Loess | p. 143 |
Change of shear strength due to surface tension and matric suction of pore water in unsaturated sandy soils | p. 147 |
Three-dimensional elasto-plastic model for unsaturated soils | p. 153 |
Reconsideration of suction controlled techniques by thermodynamics theory of water in soil | p. 159 |
Understanding of some behaviour of unsaturated soil by theoretical study on capillary action | p. 163 |
Numerical modelling | |
Modelling of flow | |
Analysis of non-Darcy flow in unsaturated soils modelled by finite element method | p. 171 |
A technology for unsaturated zone modelling under variable weather conditions | p. 177 |
Volume averaged parameters for two-phase flow | p. 183 |
Application of FE consolidation analysis method to fill-type dams | p. 189 |
Finite element modelling of geomechanics and geoenvironmental engineering for subsurface systems | p. 195 |
General partial differential equation solvers for saturated-unsaturated seepage | p. 201 |
Numerical modelling of soil water plant interaction | p. 207 |
Water flow in unsaturated soil slopes with horizontal drains | p. 211 |
Governing equations of unsaturated seepage taking the effects of air flow and volume change into consideration | p. 217 |
Modelling of stresses and deformations | |
Using soil diffusion to design slab-on-ground foundations on expansive soils | p. 223 |
Volume change predictions in expansive soils using a two-dimensional finite element method | p. 231 |
A numerical model of ground moisture variations with active vegetation | p. 237 |
A stress-strain relationship to solve the singularity resulting from coupling the yield surfaces of Barcelona model | p. 243 |
Undrained conditions of unsaturated soil using an integral form of the constraints and full Newton-Raphson procedure | p. 249 |
Performances of HiSS [delta subscript 1-unsat] model for soils under saturated and unsaturated conditions | p. 255 |
Suction measurement techniques | |
A new matric suction calibration curve | p. 263 |
Comparison of total suction values from psychrometer and filter paper methods | p. 269 |
Use of a new thermal conductivity sensor for laboratory suction measurement | p. 275 |
A comparison of in-situ soil suction measurements | p. 281 |
Comparative measurements with sand box, pressure membrane extractor and pressure plate extractor | p. 287 |
Suction calibration curve of filter paper made in China | p. 293 |
Investigation of suction generation in apparatus employing osmotic methods | p. 297 |
A study of the efficiency of semi-permeable membranes in controlling soil matrix suction using the osmotic technique | p. 303 |
Response of the IC tensiometer with respect to cavitation | p. 309 |
Soil-water characteristics | |
Mineralogy and microfabric of unsaturated residual soil | p. 317 |
The use of indicator tests to estimate the drying leg of the soil-water characteristic curve | p. 323 |
The model of water retention curve considering effects of void ratio | p. 329 |
A new test procedure to measure the soil-water characteristic curves using a small-scale centrifuge | p. 335 |
A simple method of determining the soil-water charactistic curve indirectly | p. 341 |
Preliminary study on soil-water characteristics of two expansive soils | p. 347 |
Engineering properties of unsaturated soils (volume change and permeability) | p. 353 |
Soil-water characteristic curves of peaty soils | p. 357 |
Permeability and flow | |
A triaxial permeameter for unsaturated soils | p. 365 |
An explicit relationship for the average capillary suction at the wetting front of soils | p. 371 |
A method for determining hydraulic conductivity and diffusivity of unsaturated soils | p. 375 |
A new laboratory method for the measurement of unsaturated coefficients of permeability of soils | p. 381 |
Water content and soil suction in the capillary zone | p. 387 |
Examination of the inverse methods for hydraulic properties of unsaturated sandy soil | p. 393 |
Grain size and void diameter distributions of sands | p. 399 |
Investigation of seepage behavior through unsaturated soil | p. 405 |
Numerical simulation for pore fluid flow through unsaturated soil | p. 409 |
Impact of surface clogging on artificial recharge | p. 415 |
Determination of field-saturated hydraulic conductivity in unsaturated soil by the pressure infiltrometer method | p. 421 |
Hydraulic conductivity measurements in two unsaturated soils of Queretaro Valley, Mexico | p. 427 |
Temperature effects on water retention and water permeability of an unsaturated clay | p. 433 |
Measuring hydraulic properties for unsaturated soils with unsteady method | p. 439 |
Inverse analysis of in situ permeability test data for determining unsaturated soil hydraulic properties | p. 445 |
The application of knowledge-based surface flux boundary modelling | p. 451 |
Influence of some hydraulic parameters on the pore-water pressure distribution in unsaturated homogeneous soils | p. 457 |
Mass transport | |
Experimental studies of salt movement through unsaturated soils | p. 465 |
Role of unsaturated soil on aqueous diffusion | p. 471 |
States of saturation and flow as key inputs in modelling the biodegradation of waste refuse | p. 477 |
Coupled transient heat and moisture flow in unsaturated swelling soil | p. 483 |
Dispersivity of partially saturated sand estimated by laboratory column test | p. 489 |
Impact of the 'Alsacian vineyard ingrassed' on nitrate transfer | p. 495 |
Strength and deformation | |
Triaxial testing of laterite soils | p. 501 |
Mechanism of rain-induced slope failure in residual soils | p. 505 |
Estimation of the relation between suction and cohesion using unconfined compression tests | p. 509 |
Study on shear strength and swelling-shrinkage characteristic of compacted expansive soil | p. 515 |
Shear strength and swelling of compacted partly saturated bentonite | p. 521 |
Combined effect of fabric, bonding and partial saturation on yielding of soils | p. 527 |
Suction and strength behaviour of unsaturated calcrete | p. 533 |
Soil behaviour in suction controlled cyclic and dynamic torsional shear tests | p. 539 |
Effects of moulding water content on the behaviour of an unsaturated silty sand | p. 545 |
Laboratory study of loosely compacted unsaturated volcanic fill in Hong Kong | p. 551 |
Direct shear properties of a compacted soil with known stress history | p. 557 |
Relationship between shear strength and matric suction in an unsaturated silty soil | p. 563 |
Analysis of a steep slope in unsaturated pyroclastic soils | p. 569 |
Shear strength behaviour of unsaturated granite residual soil | p. 575 |
Triaxial testing of unsaturated samples of undisturbed residual soil from Singapore | p. 581 |
Shear strength of undisturbed Bukit Timah granitic soils under infiltration conditions | p. 587 |
Volume change | |
Collapse | |
Collapsibility of Egyptian loess soil | p. 595 |
Effect of dissolution of calcium sulfate on volume change characteristics of unsaturated soil sediments | p. 601 |
Boundary value problems associated with unsaturated soil collapse testing | p. 607 |
Building on unsaturated fills: Compaction, suction and volume change | p. 613 |
Shrinkage and swelling | |
Soil structure influence on the heave reduction factor | p. 621 |
Vertical swelling of expansive soils under fully and partially lateral restraint conditions | p. 627 |
Influence of structure and stress history on the drying behaviour of clays | p. 633 |
Study on the swell properties and soil improvement of compacted expansive soil | p. 639 |
Effect of mode of wetting on the deformational behavior of unsaturated soils | p. 645 |
An experimental study of elastic volume change in unsaturated soils | p. 651 |
The influence of fabric and mineralogy on the expansivity of an Australian residual clay soil | p. 657 |
Estimation of volume change functions for unsaturated soils | p. 663 |
On the volume measurement in unsaturated triaxial test | p. 669 |
Shrinkage behaviour of some tropical clays | p. 675 |
Effects of compaction on the reduction of undrained strength and stiffness of Cikarang expansive clay due to wetting | p. 681 |
Evaluation of ground movement using a simple soil suction technique in Western Australia | p. 687 |
Desiccation cracking of soil layers | p. 693 |
Analysis of swelling pressure for an expansive soil using the resistance concept | p. 699 |
Clay stiffness and reactivity derived from clay mineralogy | p. 703 |
The lateral swelling pressure on the volumetric behaviour of natural expansive soil deposits | p. 709 |
Engineering characteristics of black cotton soils in Francistown | p. 715 |
Behaviour of an unsaturated highly expansive clay during cycles of wetting and drying | p. 721 |
Swelling characteristics of compacted clayey soils related to their wetting curves | p. 727 |
Engineering applications | |
Foundations and roads | |
The blocking effect of piles on ground water level in slopes under rainfall | p. 733 |
Total soil suction regimes near trees in a semi-arid environment | p. 739 |
Distress caused by heaving of footing and floor slab--A case study in Gaborone | p. 745 |
Properties of swelling soils in West Java | p. 751 |
Multistory apartment building on poznan clay--Case history | p. 757 |
On the bearing capacity of an unsaturated expansive soil basement | p. 763 |
Measurement of soil pore pressures in the Danish Road Testing Machine (RTM) | p. 769 |
Slopes | |
Field measurements of pore-water pressure profiles in residual soil slopes of the Bukit Timah Granite Formation, Singapore | p. 777 |
Preliminary assessment of slope stability with respect to rainfall-induced slope failures | p. 783 |
Three-dimensional back analysis of unsaturated soil strength parameters | p. 789 |
A new slope stability analysis for Shirasu slopes in Japan | p. 795 |
Rainfall-induced slope failures in Taiwan | p. 801 |
Suction and infiltration measurement on cut slope in highly heterogeneous residual soil | p. 807 |
Modelling variables to predict landslides in the south west flank of the Cameroon volcanic line, Cameroon, West Africa | p. 813 |
Laboratory experiments on initiation of rainfall-induced slope failure | p. 819 |
On the stability of unsaturated soil slopes | p. 825 |
Water retention in a steep moraine slope during periods of heavy rain | p. 831 |
Influence of rainfall sequences on the seepage conditions within a slope: A parametric study | p. 837 |
The measurement of matric suction in slopes of unsaturated soil | p. 843 |
Suction measurement for the prediction of slope failure due to rainfall | p. 847 |
Author index | p. 853 |
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