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 83
الصفحة 12
A1 ) , xw is the boundary of the soil layer below the frost front , T is the temperature at location x . , I is the mean ice content in the current frozen fringe . The mass conservation at xb requires that the water flow to xp equals ...
A1 ) , xw is the boundary of the soil layer below the frost front , T is the temperature at location x . , I is the mean ice content in the current frozen fringe . The mass conservation at xb requires that the water flow to xp equals ...
الصفحة 13
bk ρwg x + ( b w − x) ku + (A9) where Λ denotes the effective value to be determined, of h is the the ith layer, total thickness, h i is the thickness layer. and Λ i is the parameter of the ith The thermal conductivity of a soil ...
bk ρwg x + ( b w − x) ku + (A9) where Λ denotes the effective value to be determined, of h is the the ith layer, total thickness, h i is the thickness layer. and Λ i is the parameter of the ith The thermal conductivity of a soil ...
الصفحة 14
Parameter Units cm Number of material layers Total depth of the soil profile Number of temperature intervals at the cold ... Bottom position of the soil layer Thermal conductivity of soil solids Water content by dry weight % Dry density ...
Parameter Units cm Number of material layers Total depth of the soil profile Number of temperature intervals at the cold ... Bottom position of the soil layer Thermal conductivity of soil solids Water content by dry weight % Dry density ...
الصفحة 46
Specimens were compacted in five layers, and each layer was statically compacted using a 12 mm diameter plunger to a vertical stress of 300 kPa. The procedure, with the initial water content of about 26% and the number of blows per ...
Specimens were compacted in five layers, and each layer was statically compacted using a 12 mm diameter plunger to a vertical stress of 300 kPa. The procedure, with the initial water content of about 26% and the number of blows per ...
الصفحة 60
Samples were prepared by static compaction in layers at the optimum water content of 12%, to obtain dry densities between 1918 kg/m3 and 1947 kg/m3. The optimum water content was determined according to the light Proctor method and was ...
Samples were prepared by static compaction in layers at the optimum water content of 12%, to obtain dry densities between 1918 kg/m3 and 1947 kg/m3. The optimum water content was determined according to the light Proctor method and was ...
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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 |