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 xi
Water retention characteristics Voids ratio dependent soil-water characteristic curves: Theoretical derivations using ... Miguel Evaluation of a geosynthetic clay liner water retention curve using vapour equilibrium technique M.A. Rouf, ...
Water retention characteristics Voids ratio dependent soil-water characteristic curves: Theoretical derivations using ... Miguel Evaluation of a geosynthetic clay liner water retention curve using vapour equilibrium technique M.A. Rouf, ...
الصفحة 41
A drying cake method for measuring suction-stress characteristic curve, soilwater-retention curve, and hydraulic ... Interrelations among the soil-water retention, hydraulic conductivity, and suction-stress characteristic curves, ...
A drying cake method for measuring suction-stress characteristic curve, soilwater-retention curve, and hydraulic ... Interrelations among the soil-water retention, hydraulic conductivity, and suction-stress characteristic curves, ...
الصفحة 59
The results also suggest the existence of a retention curve relating water content to suction at critical state. The influence of the grain size distribution on soil-water retention properties has been studied by Jaquin et al. (2008).
The results also suggest the existence of a retention curve relating water content to suction at critical state. The influence of the grain size distribution on soil-water retention properties has been studied by Jaquin et al. (2008).
الصفحة 72
In Phase 1 it is assumed the soil is reloaded to the initial horizontal reached the linear at portion the poh pressure of total stress, close to the σ beginning oh, which is of Phase 2. Different approaches exist curve for (e.g. ...
In Phase 1 it is assumed the soil is reloaded to the initial horizontal reached the linear at portion the poh pressure of total stress, close to the σ beginning oh, which is of Phase 2. Different approaches exist curve for (e.g. ...
الصفحة 84
Water characteristic curve of RCA. Figure 2. Grain-size distribution of the recycled materials. Figure 4. Water characteristic curve of RAP. 4.2 Water characteristic curve Figures 3–5 show that the Water Characteristic Curves (WCC) of ...
Water characteristic curve of RCA. Figure 2. Grain-size distribution of the recycled materials. Figure 4. Water characteristic curve of RAP. 4.2 Water characteristic curve Figures 3–5 show that the Water Characteristic Curves (WCC) of ...
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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 |