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 68
Predicted and measured resilient modulus (AustRoads, 2007); 20% RCM blend (source 2). matric suction. The filled data points represent the observed modulus, while the unfilled ones are the predictions. Moderate levels of suction were ...
Predicted and measured resilient modulus (AustRoads, 2007); 20% RCM blend (source 2). matric suction. The filled data points represent the observed modulus, while the unfilled ones are the predictions. Moderate levels of suction were ...
الصفحة 77
Measured vs. predicted (Eq. 4) py . Figure 12. pL /p y from PMT tests in OUCC. . Figure 14. Measured versus predicted pL . pressure to yield pressure can be assumed to be constant and independent of the suction.
Measured vs. predicted (Eq. 4) py . Figure 12. pL /p y from PMT tests in OUCC. . Figure 14. Measured versus predicted pL . pressure to yield pressure can be assumed to be constant and independent of the suction.
الصفحة 78
p (kPa) o Notes: same φ′, a—calculated φb, c′; c—predicted using Eq. using 4, φ′, pL /p φb, y for c′ adjusted 3/13/2013. to match measured py ; b—predicted using This page intentionally left blank This page intentionally left blank.
p (kPa) o Notes: same φ′, a—calculated φb, c′; c—predicted using Eq. using 4, φ′, pL /p φb, y for c′ adjusted 3/13/2013. to match measured py ; b—predicted using This page intentionally left blank This page intentionally left blank.
الصفحة 134
This relationship was incorporated into an empirical equation for prediction of CP. Along with matric suction, three other parameters: dry density ratio, wetting pressure and clay fraction was also included in developing empirical ...
This relationship was incorporated into an empirical equation for prediction of CP. Along with matric suction, three other parameters: dry density ratio, wetting pressure and clay fraction was also included in developing empirical ...
الصفحة 219
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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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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 |