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 78
الصفحة 82
The permeability function of RCA, RAP, SS and CS is calculated from their WCC using the statistical method. The shear strength data of RCA and RAP are represented using Md. Noor and Anderson (2006) equation. The performance of CBS using ...
The permeability function of RCA, RAP, SS and CS is calculated from their WCC using the statistical method. The shear strength data of RCA and RAP are represented using Md. Noor and Anderson (2006) equation. The performance of CBS using ...
الصفحة 144
water and soil, in accordance with the wetting angle θ of the soil, leads to Young-Laplace's law (equation 2). s = 2⋅σ⋅cos( θ )θ osmotic method. The saturated soil sample is put in a membrane, and then is placed into a liquid with a ...
water and soil, in accordance with the wetting angle θ of the soil, leads to Young-Laplace's law (equation 2). s = 2⋅σ⋅cos( θ )θ osmotic method. The saturated soil sample is put in a membrane, and then is placed into a liquid with a ...
الصفحة 188
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الصفحة 234
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الصفحة 247
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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 |