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 31
The specific form of effective stress proposed by Terzaghi has been proven to be “effective” for saturated soil ... not only considers the contribution from the pore water pressure, but also from the soil's degree of saturation.
The specific form of effective stress proposed by Terzaghi has been proven to be “effective” for saturated soil ... not only considers the contribution from the pore water pressure, but also from the soil's degree of saturation.
الصفحة 32
the degree of saturation or some other variables? Is it dependent on wetting or drying ( hysteresis)? Is it zero when the soil is dry? An elusive character of the χ parameter is that as soil dries, matric suction very (u small. a − uw ...
the degree of saturation or some other variables? Is it dependent on wetting or drying ( hysteresis)? Is it zero when the soil is dry? An elusive character of the χ parameter is that as soil dries, matric suction very (u small. a − uw ...
الصفحة 33
1a) or the effective degree of saturation (Fig. 1b) and its magnitude could be up to several hundreds of kPa. For silty soils such as loess, the variation in suction stress could be either monotonic or non-monotonic and its magnitude ...
1a) or the effective degree of saturation (Fig. 1b) and its magnitude could be up to several hundreds of kPa. For silty soils such as loess, the variation in suction stress could be either monotonic or non-monotonic and its magnitude ...
الصفحة 49
Void ratio vs. degree of saturation under constant suction. shear loading under a constant suction of 147 kPa. The specimens tested were compacted at different initial void ratios and different initial degrees of saturation.
Void ratio vs. degree of saturation under constant suction. shear loading under a constant suction of 147 kPa. The specimens tested were compacted at different initial void ratios and different initial degrees of saturation.
الصفحة 51
2.5.2 Test results and discussion Figure 11 shows the measured SWCCs with relationships of water content versus suction, degree of saturation versus suction and the change in void ratio in the drying tests on compacted and ...
2.5.2 Test results and discussion Figure 11 shows the measured SWCCs with relationships of water content versus suction, degree of saturation versus suction and the change in void ratio in the drying tests on compacted and ...
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 |