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 9
The continued heave development is perhaps due to the assumption of a fixed groundwater table and a constant residual excess pore pressure. In reality, both quantities will vary with time, with a higher likelihood of decreasing trend in ...
The continued heave development is perhaps due to the assumption of a fixed groundwater table and a constant residual excess pore pressure. In reality, both quantities will vary with time, with a higher likelihood of decreasing trend in ...
الصفحة 21
Micro suction begins to decrease as pellets absorb water from the saturated macropores. Irreversible micro strains begin to develop when the micro suction path hits the “suction decrease” yield function of the pellets.
Micro suction begins to decrease as pellets absorb water from the saturated macropores. Irreversible micro strains begin to develop when the micro suction path hits the “suction decrease” yield function of the pellets.
الصفحة 48
This is because the decrease in void ratio results in a decrease in connecting passageways between the voids, and hence an increase in the air-entry value. Therefore, from the view of constitutive modeling of unsaturated soil behaviour, ...
This is because the decrease in void ratio results in a decrease in connecting passageways between the voids, and hence an increase in the air-entry value. Therefore, from the view of constitutive modeling of unsaturated soil behaviour, ...
الصفحة 58
It is also well acknowledged that, when suction decreases and degree of saturation increases, unsaturated soils undergo either irreversible compression or reversible swelling depending on density and stress levels.
It is also well acknowledged that, when suction decreases and degree of saturation increases, unsaturated soils undergo either irreversible compression or reversible swelling depending on density and stress levels.
الصفحة 59
Suction tends to increase with axial strain for the specimens characterised by a high value of water content while tends to decrease for specimens with a low value of water content (Fig. 6). The results also suggest the existence of a ...
Suction tends to increase with axial strain for the specimens characterised by a high value of water content while tends to decrease for specimens with a low value of water content (Fig. 6). The results also suggest the existence of a ...
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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 |