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 137
Measurement of cracking patterns has largely been limited to measuring crack geometries at the soil surface. Electrical Resistivity Tomography, as a non-invasive technique, has been adopted to investigate the directional dependence of ...
Measurement of cracking patterns has largely been limited to measuring crack geometries at the soil surface. Electrical Resistivity Tomography, as a non-invasive technique, has been adopted to investigate the directional dependence of ...
الصفحة 142
Electrically, cracks form barriers that cause a directional dependence in resistivity measurements. The high resistivity contrast measured in cracking clays can be used to characterise cracks which is of a great importance in slope ...
Electrically, cracks form barriers that cause a directional dependence in resistivity measurements. The high resistivity contrast measured in cracking clays can be used to characterise cracks which is of a great importance in slope ...
الصفحة 144
Figure 2 summarizes the measurement methods depending on the pore size. rc r (2) where σ the superficial tension of water ... Suction in the range above 80–100 kPa are often observed, measured and calculated throughout literature.
Figure 2 summarizes the measurement methods depending on the pore size. rc r (2) where σ the superficial tension of water ... Suction in the range above 80–100 kPa are often observed, measured and calculated throughout literature.
الصفحة 248
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الصفحة 271
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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 |
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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 |