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 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 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 8
The predicted pattern of heave development is very similar to those observed in Figures 2a, 2b, particularly those at 0.5 m and 1.5 m depth. Frost heave reached steady state values by the end of November 2012, while frost penetration ...
The predicted pattern of heave development is very similar to those observed in Figures 2a, 2b, particularly those at 0.5 m and 1.5 m depth. Frost heave reached steady state values by the end of November 2012, while frost penetration ...
الصفحة 9
There is no mature theory for calculating the residual excess pore pressure caused by cyclic train loads, even though field measurements indicate that significant values can develop (e.g., Wong et al., 2006; Konrad 2007; Hendry et al., ...
There is no mature theory for calculating the residual excess pore pressure caused by cyclic train loads, even though field measurements indicate that significant values can develop (e.g., Wong et al., 2006; Konrad 2007; Hendry et al., ...
الصفحة 19
The vapor-controlled wetting results in a slow development of swelling from the start of the test. However, when a final (liquid) wetting is applied a sudden collapse is measured followed by a swelling trend at the end of the test.
The vapor-controlled wetting results in a slow development of swelling from the start of the test. However, when a final (liquid) wetting is applied a sudden collapse is measured followed by a swelling trend at the end of the test.
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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 |