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 13
The volumetric ice content (I) in the frozen fringe is the difference between the porosity (n) and the unfrozen volumetric water content (θ u ). The unfrozen water content is a function of the temperature 13.
The volumetric ice content (I) in the frozen fringe is the difference between the porosity (n) and the unfrozen volumetric water content (θ u ). The unfrozen water content is a function of the temperature 13.
الصفحة 19
Measured volumetric response in fast wetting. Consider the two similar loading-wetting paths imposed to a pellet sample having a dry density of 1.3 Mg/m3 represented in Figure 13. In the two tests, once the sample was compacted, ...
Measured volumetric response in fast wetting. Consider the two similar loading-wetting paths imposed to a pellet sample having a dry density of 1.3 Mg/m3 represented in Figure 13. In the two tests, once the sample was compacted, ...
الصفحة 21
19) that collapse and swelling strains take place simultaneously although a net volumetric expansion is calculated. Interestingly, the simulation also captures the final volumetric compression due to the activation of the LC yield curve ...
19) that collapse and swelling strains take place simultaneously although a net volumetric expansion is calculated. Interestingly, the simulation also captures the final volumetric compression due to the activation of the LC yield curve ...
الصفحة 84
As a result, the Air-Entry Values (AEV) and residual volumetric water contents of RCA2 and RAP2 were achieved at relatively low matric suctions (Tables 3 and 4). RCA was found to have the highest AEV, residual matric suction and ...
As a result, the Air-Entry Values (AEV) and residual volumetric water contents of RCA2 and RAP2 were achieved at relatively low matric suctions (Tables 3 and 4). RCA was found to have the highest AEV, residual matric suction and ...
الصفحة 85
Recycled concrete aggregate Steel slag Properties RCA1 RCA2 SS Saturated volumetric water content Air-entry value (kPa) Residual volumetric water content Water-entry value (kPa) Fredlund and Xing (1994) parameters for drying curve ψ r θ ...
Recycled concrete aggregate Steel slag Properties RCA1 RCA2 SS Saturated volumetric water content Air-entry value (kPa) Residual volumetric water content Water-entry value (kPa) Fredlund and Xing (1994) parameters for drying curve ψ r θ ...
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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 |