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 35
tests compare favorably, the SSCC-based effective stress is shown to be able to describe the consolidation and shear strength behavior of unsaturated soils. 2.2 SSCC from drying cake tests A Drying Cake (DC) method was invented by Lu ...
tests compare favorably, the SSCC-based effective stress is shown to be able to describe the consolidation and shear strength behavior of unsaturated soils. 2.2 SSCC from drying cake tests A Drying Cake (DC) method was invented by Lu ...
الصفحة 40
For coarse-grained soils such as sand, it was shown that the contribution of interfacial forces to effective stress is most significant at low saturation (S < ∼0.2) and for wetting processes because airwater interface area is largest ...
For coarse-grained soils such as sand, it was shown that the contribution of interfacial forces to effective stress is most significant at low saturation (S < ∼0.2) and for wetting processes because airwater interface area is largest ...
الصفحة 41
The principle of effective stress. Teknisk Ukeblad I Samarbeide Med Teknikk, Oslo, Norway, 106(39), 859–863 (in Norwegian). Cho, G.C., and Santamarina, J.C. (2001). Unsaturated particulate materials: Particle-level studies, ...
The principle of effective stress. Teknisk Ukeblad I Samarbeide Med Teknikk, Oslo, Norway, 106(39), 859–863 (in Norwegian). Cho, G.C., and Santamarina, J.C. (2001). Unsaturated particulate materials: Particle-level studies, ...
الصفحة 113
The linear relationship between α and tan φ shown in Figure 12 has a serious implication with regards some effective stress expressions for strength of unsaturated soils. For example, considering the Bishop expression: τ f = c′ + σ′ ...
The linear relationship between α and tan φ shown in Figure 12 has a serious implication with regards some effective stress expressions for strength of unsaturated soils. For example, considering the Bishop expression: τ f = c′ + σ′ ...
الصفحة 151
However, porosity, degree of saturation and their combination could not be regarded as stress state variables. (3) Both a simplified expression of Bishop's effective stress equation and the set of net total stress together with ...
However, porosity, degree of saturation and their combination could not be regarded as stress state variables. (3) Both a simplified expression of Bishop's effective stress equation and the set of net total stress together with ...
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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 |