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 20
It combines the following features: and – Two water potential fields (s M at a given “point”. sm ) are defined – Different volume change mechanisms are associated with each one of the defined continua (macro and micro).
It combines the following features: and – Two water potential fields (s M at a given “point”. sm ) are defined – Different volume change mechanisms are associated with each one of the defined continua (macro and micro).
الصفحة 31
For soil under saturated conditions, Terzaghi defined effective stress as the stress going through soil skeleton, ... A consensus definition of effective stress for unsaturated soil has not been achieved despite work that began in the ...
For soil under saturated conditions, Terzaghi defined effective stress as the stress going through soil skeleton, ... A consensus definition of effective stress for unsaturated soil has not been achieved despite work that began in the ...
الصفحة 34
The lateral earth pressure coefficient defined by the total stress in a conventional triaxial setting is: KK 0 (8) = σ33 − ua σ 11− ua The validity of assessed. Multiple the remolded coefficients specimens K 0 ′ were from two ...
The lateral earth pressure coefficient defined by the total stress in a conventional triaxial setting is: KK 0 (8) = σ33 − ua σ 11− ua The validity of assessed. Multiple the remolded coefficients specimens K 0 ′ were from two ...
الصفحة 37
The cumulative suction stress developed from the full saturation state (defined as zero suction stress) to the current moisture content θ can be calculated by numerical integration of eq. (13): sσσ( )θ = ...
The cumulative suction stress developed from the full saturation state (defined as zero suction stress) to the current moisture content θ can be calculated by numerical integration of eq. (13): sσσ( )θ = ...
الصفحة 131
Subsequently they have defined CP as the change in height as a percentage of the compressed height, ... However, the former definition of CP is more popular and was adopted in this study. Specimens for single-oedometer collapse testing ...
Subsequently they have defined CP as the change in height as a percentage of the compressed height, ... However, the former definition of CP is more popular and was adopted in this study. Specimens for single-oedometer collapse testing ...
ما يقوله الناس - كتابة مراجعة
لم نعثر على أي مراجعات في الأماكن المعتادة.
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 |