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 17
It turns out that the behavior of the mixture depends significantly on the wetting rate. This is a consequence of the marked double porosity built into the pellet mixture. This aspect will be explored in this paper.
It turns out that the behavior of the mixture depends significantly on the wetting rate. This is a consequence of the marked double porosity built into the pellet mixture. This aspect will be explored in this paper.
الصفحة 51
Therefore, even with the same void ratio, the SWCC depends on the soil structure or the pore size distribution. This is because the pore size distribution in pre-consolidated specimen is more uniform than that in compacted one, ...
Therefore, even with the same void ratio, the SWCC depends on the soil structure or the pore size distribution. This is because the pore size distribution in pre-consolidated specimen is more uniform than that in compacted one, ...
الصفحة 108
Actually such effects should depend on the relative importance of each of the two components, and thereby on the types of soil being examined”. A way forward may be offered by considering the double porosity nature of unsaturated clays ...
Actually such effects should depend on the relative importance of each of the two components, and thereby on the types of soil being examined”. A way forward may be offered by considering the double porosity nature of unsaturated clays ...
الصفحة 123
(ITL10w12C), Further the examination permanent shows axial that the effect of water content depends not only on the soil nature but also on the variation range of water content. Changing water content from 4% to 6% does not ...
(ITL10w12C), Further the examination permanent shows axial that the effect of water content depends not only on the soil nature but also on the variation range of water content. Changing water content from 4% to 6% does not ...
الصفحة 129
Soil collapse depends on the initial dry density, initial moisture content and pressure at wetting. Matric suction is also a key factor, which is related to moisture content through the Soil Water Characteristic Curve (SWCC).
Soil collapse depends on the initial dry density, initial moisture content and pressure at wetting. Matric suction is also a key factor, which is related to moisture content through the Soil Water Characteristic Curve (SWCC).
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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 |