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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النتائج 6-10 من 88
الصفحة 145
This equation depends only of the kinetic forces of molecules and their capacity of movement (degrees of freedom). These forces define the pressure of gases in a finite volume. In liquids or solids, other forces alter the equation.
This equation depends only of the kinetic forces of molecules and their capacity of movement (degrees of freedom). These forces define the pressure of gases in a finite volume. In liquids or solids, other forces alter the equation.
الصفحة 148
Although, that increase of pressure does not affect the value of the saturated vapor pressure which only depends of temperature. Hence doubling atmospheric pressure leads to doubling the relative Humidity (Hr) defined in Equation 13.
Although, that increase of pressure does not affect the value of the saturated vapor pressure which only depends of temperature. Hence doubling atmospheric pressure leads to doubling the relative Humidity (Hr) defined in Equation 13.
الصفحة 154
Equation ( 23 ) indicates that the parameter x not only depends on degree of saturation , but also on porosity , while in Equation ( 1 ) the influence of porosity is ignored . The third choice ( form Equation ( 18 ) ) is using three ...
Equation ( 23 ) indicates that the parameter x not only depends on degree of saturation , but also on porosity , while in Equation ( 1 ) the influence of porosity is ignored . The third choice ( form Equation ( 18 ) ) is using three ...
الصفحة 155
The first stress state variable labeled with sequence number (24) is the so-called Fredlund net (1977) stress, proposed and ua that uu w is the matric soil skeleton suction. equilibrium of unsaturated soil entirely depends on net stress ...
The first stress state variable labeled with sequence number (24) is the so-called Fredlund net (1977) stress, proposed and ua that uu w is the matric soil skeleton suction. equilibrium of unsaturated soil entirely depends on net stress ...
الصفحة 159
The magnitude of the suction according to the meniscus water depends on a kind of soils. On the other hand, in order to understand the surface property of the soil material for the formation of the meniscus water, some researches in ...
The magnitude of the suction according to the meniscus water depends on a kind of soils. On the other hand, in order to understand the surface property of the soil material for the formation of the meniscus water, some researches in ...
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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 |