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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النتائج 6-10 من 84
الصفحة 59
They performed filter paper tests on two different earthen materials, mix A and mix B, both obtained by modification of a base soil used for a rammed earth development at Aykley Heads, Durham (UK). The base soil consisted of coarse ...
They performed filter paper tests on two different earthen materials, mix A and mix B, both obtained by modification of a base soil used for a rammed earth development at Aykley Heads, Durham (UK). The base soil consisted of coarse ...
الصفحة 89
materiTwo numerical analyses were performed to study the effectiveness of CBS as slope cover system for two different slope angles. The detail of each case is presented in Table 6. 5.1 Seepage analyses Seepage analyses were conducted ...
materiTwo numerical analyses were performed to study the effectiveness of CBS as slope cover system for two different slope angles. The detail of each case is presented in Table 6. 5.1 Seepage analyses Seepage analyses were conducted ...
الصفحة 112
Triaxial shear and unconfined compression were performed by Cunningham and unconfined compression by Colmenares & Ridley; Jotisankasa performed triaxial tests on compacted specimens. Estimated apparent cohesion values are shown versus ...
Triaxial shear and unconfined compression were performed by Cunningham and unconfined compression by Colmenares & Ridley; Jotisankasa performed triaxial tests on compacted specimens. Estimated apparent cohesion values are shown versus ...
الصفحة 203
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الصفحة 204
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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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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