Unsaturated Soils: Research & ApplicationsUnsaturated Soils: Research and Applications contains 247 papers presented at 6th International Conference on Unsaturated Soils (UNSAT2014, Sydney, Australia, 2-4 July 2014). The two volumes provide an overview of recent experimental and theoretical advances in a wide variety of topics related to unsaturated soil mechanics:- Unsaturated Soil Behavi |
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الصفحة viii
... Model predictions of hydro-mechanical coupling in unsaturated crushable soils Y.D. Zhang & G. Buscarnera 457 463 ... R. Ishikura & Z. Jiang Compaction simulation with soil/water/air coupled FEA code and parametric study K. Kawai, ...
... Model predictions of hydro-mechanical coupling in unsaturated crushable soils Y.D. Zhang & G. Buscarnera 457 463 ... R. Ishikura & Z. Jiang Compaction simulation with soil/water/air coupled FEA code and parametric study K. Kawai, ...
الصفحة ix
597 605 613 621 Three-phase coupled analysis of unsaturated embankment subjected to rainfall infiltration and seismic motion T. Matsumaru & R. Uzuoka The influence of time unit and element size with the numerical result of ...
597 605 613 621 Three-phase coupled analysis of unsaturated embankment subjected to rainfall infiltration and seismic motion T. Matsumaru & R. Uzuoka The influence of time unit and element size with the numerical result of ...
الصفحة xv
1453 1459 1467 1475 1481 Fully coupled flow-deformation analyses of infiltration and matric suctions within a tropical soil slope M.S. Md. Rahim & D.G. Toll Rainfall-induced landslides: Development of a simple screening tool based on ...
1453 1459 1467 1475 1481 Fully coupled flow-deformation analyses of infiltration and matric suctions within a tropical soil slope M.S. Md. Rahim & D.G. Toll Rainfall-induced landslides: Development of a simple screening tool based on ...
الصفحة 183
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الصفحة 198
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المحتوى
| 43 | |
| 127 | |
Constitutive modelling | 283 |
Numerical modelling | 479 |
Micro and macro structure | 667 |
Small strain and dynamic response | 747 |
Thermal effects8212desiccation | 805 |
Shrink8212swell | 867 |
Water retention characteristics | 939 |
Unsaturated flow and hydraulic conductivity | 1045 |
Slope stability | 1225 |
Shear strength | 1299 |
Field studies | 1357 |
Instrumentation and experimental techniques | 1529 |
Retaining structures foundations and pavements | 1755 |
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عبارات ومصطلحات مألوفة
analysis applied approach assumed behavior calculated characteristic clay collapse compacted compression conducted considered constant constitutive model controlled corresponding coupled crack curve decrease defined deformation degree of saturation density depends described determined developed distribution effective stress elastic element Engineering equation et al expansive experimental expressed Figure flow function Geotechnical given higher hydraulic increase influence initial International Journal Khalili layer limit loading material matric suction mean measured mechanical method modulus moisture numerical observed obtained parameters particles path performed phase plastic pore pore water predicted presented pressure properties proposed rated REFERENCES relationship relative Research respectively response sample sand shear shear strength shows simulation slope specimens strain structure suction surface swelling Table temperature tests tion triaxial unsaturated soils values variables variation void ratio volume volumetric water content wetting yield