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 |
من داخل الكتاب
الصفحة viii
... D.M. Potts & A. Tsiampousi Equivalent linear site response analysis of partially saturated sand layers M. Ghayoomi & M. Mirshekari Modeling the formation and propagation of desiccation cracks in soils M. Sánchez, O. Manzoli & L.
... D.M. Potts & A. Tsiampousi Equivalent linear site response analysis of partially saturated sand layers M. Ghayoomi & M. Mirshekari Modeling the formation and propagation of desiccation cracks in soils M. Sánchez, O. Manzoli & L.
الصفحة x
... S. Rosin-Paumier, A. Abdallah & F. Masrouri Crack formation in clayey geomaterials subjected to tensile (total) stress I. Murray, A. Tarantino & F. Francescon Desiccation cracking in clay forms subjected to non-uniform hydraulic and ...
... S. Rosin-Paumier, A. Abdallah & F. Masrouri Crack formation in clayey geomaterials subjected to tensile (total) stress I. Murray, A. Tarantino & F. Francescon Desiccation cracking in clay forms subjected to non-uniform hydraulic and ...
الصفحة 3
According to this mechanism, rainfall water leaks into the foundation soil through cracks of the concrete plates under train tracks or 2 OBSERVED HEAVE IN RAILWAY FORMATION through cable ditches on 3 Possible frost ...
According to this mechanism, rainfall water leaks into the foundation soil through cracks of the concrete plates under train tracks or 2 OBSERVED HEAVE IN RAILWAY FORMATION through cable ditches on 3 Possible frost ...
الصفحة 5
It was observed that cracks have developed in the concrete plates, the cement mortar and the cemented gravel in the Harbin-Dalian railway, and rainwater may infiltrate into the formation base through these cracks as well as through the ...
It was observed that cracks have developed in the concrete plates, the cement mortar and the cemented gravel in the Harbin-Dalian railway, and rainwater may infiltrate into the formation base through these cracks as well as through the ...
الصفحة 7
3.2 Top-down water supply mechanism Cracks in the concrete plates and in the cemented gravel have been observed along the Harbin- Dalian high-speed railway, leading to speculation that rainfall water may have leaked into the subgrade of ...
3.2 Top-down water supply mechanism Cracks in the concrete plates and in the cemented gravel have been observed along the Harbin- Dalian high-speed railway, leading to speculation that rainfall water may have leaked into the subgrade of ...
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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 |
طبعات أخرى - عرض جميع المقتطفات
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
معلومات المراجع
| العنوان | Unsaturated Soils: Research & Applications |
| المُحررون | Nasser Khalili, Adrian Russell, Arman Khoshghalb |
| الناشر | CRC Press, 2014 |
| رقم ISBN (الرقم الدولي المعياري للكتاب) | 1315749580, 9781315749587 |
| عدد الصفحات | 1872 من الصفحات |
| تصدير الاقتباس | BiBTeX EndNote RefMan |