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 |
من داخل الكتاب
النتائج 6-10 من 89
الصفحة 68
Geotechnical properties of blends of recycled clay masonry and recycled concrete aggregates in unbound pavement construction. Journal Materials in Civil Engineering, ASCE, 25(6), 788–798. Azam, A.M., Cameron, D.A. & Rahman, M.M. 2013.
Geotechnical properties of blends of recycled clay masonry and recycled concrete aggregates in unbound pavement construction. Journal Materials in Civil Engineering, ASCE, 25(6), 788–798. Azam, A.M., Cameron, D.A. & Rahman, M.M. 2013.
الصفحة 79
Canadian Geotechnical Journal 15 (3): 313–321. Fredlund, D.G. & Rahardjo, H. 1993. Soil mechanics for unsaturated soils, Wiley, New York. Hamid, T.B. & Miller, G.A. 2009. Shear strength of unsaturated soil interfaces.
Canadian Geotechnical Journal 15 (3): 313–321. Fredlund, D.G. & Rahardjo, H. 1993. Soil mechanics for unsaturated soils, Wiley, New York. Hamid, T.B. & Miller, G.A. 2009. Shear strength of unsaturated soil interfaces.
الصفحة 91
Mineral Processing and Extractive Metallurgy. Vol. 112. Leong, E.C. & Rahardjo, H. 1997a, A Review of Soilwater Characteristic Curve Equations. Journal of Geotechnical and Geoenvironmental Engineering. 123(12):1106–1117.
Mineral Processing and Extractive Metallurgy. Vol. 112. Leong, E.C. & Rahardjo, H. 1997a, A Review of Soilwater Characteristic Curve Equations. Journal of Geotechnical and Geoenvironmental Engineering. 123(12):1106–1117.
الصفحة 124
A geological and geotechnical characterisation of the loess of Northern France. A.W. Skempton Memorial Conference, vol. 1: 417–428. Cui, Y.J., Tang, A.M., Mantho, A., De Laure, E. 2008. Monitoring field soil suction using miniature ...
A geological and geotechnical characterisation of the loess of Northern France. A.W. Skempton Memorial Conference, vol. 1: 417–428. Cui, Y.J., Tang, A.M., Mantho, A., De Laure, E. 2008. Monitoring field soil suction using miniature ...
الصفحة 125
Geotechnical Testing Journal, 23 (2): 178–192. Munoz, J.J., De Gennaro, V., and Delaure, E. 2008. Experimental determination of unsaturated hydraulic conductivity in compacted silt. In Unsaturated soils: advances in geo-engineering: ...
Geotechnical Testing Journal, 23 (2): 178–192. Munoz, J.J., De Gennaro, V., and Delaure, E. 2008. Experimental determination of unsaturated hydraulic conductivity in compacted silt. In Unsaturated soils: advances in geo-engineering: ...
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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