Titlebook: Experimental Unsaturated Soil Mechanics; T. Schanz Conference proceedings 20071st edition Springer-Verlag Berlin Heidelberg 2007 Analysis.

征募

書(shū)目名稱Experimental Unsaturated Soil Mechanics影響因子(影響力)




書(shū)目名稱Experimental Unsaturated Soil Mechanics影響因子(影響力)學(xué)科排名




書(shū)目名稱Experimental Unsaturated Soil Mechanics網(wǎng)絡(luò)公開(kāi)度




書(shū)目名稱Experimental Unsaturated Soil Mechanics網(wǎng)絡(luò)公開(kāi)度學(xué)科排名




書(shū)目名稱Experimental Unsaturated Soil Mechanics被引頻次




書(shū)目名稱Experimental Unsaturated Soil Mechanics被引頻次學(xué)科排名




書(shū)目名稱Experimental Unsaturated Soil Mechanics年度引用




書(shū)目名稱Experimental Unsaturated Soil Mechanics年度引用學(xué)科排名




書(shū)目名稱Experimental Unsaturated Soil Mechanics讀者反饋




書(shū)目名稱Experimental Unsaturated Soil Mechanics讀者反饋學(xué)科排名

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Anticlimax

Tensiometer Development for High Suction Analysis in Laboratory Lysimetersn be measured reaches 1500 kPa with no difficulty. The tests were carried out in two boxes of 160× 50× 60 cm under laboratory conditions. The equipment used included a 15 m.c.a. ceramic block pressure sensor, de-aerated water and a special acrylic tube specifically designed for this instrument. The

enhance

Dilatancy of Coarse Granular Aggregates, d, with a number of variables: vertical deformation, stress ratio, η, confining stress, p, plastic work, W., suction, s, and some derived normalized variables. It was found that the common framework of dilatancy being a function of the current stress ratio and the limiting stress ratio is far from

使入迷

Shear Strength Affected by Suction Tension in Unsaturated Fine Grained Soils?elocity will control the shear strength due to pore pressure effects in the shear zone. However, the antagonistic effects of overpressure of the pore fluid and compression of grains due to suction tension act on a micro-scale in unsaturated fine grained soils and influence the shear behaviour differ

舊石器

Conference proceedings 20071st editioning theory of porous media and mixture theory, intend to describe the complex multi-field problems of fully coupled thermo-hydraulic-mechanical-chemical initial - boundary value problems. Applications include highly toxic waste disposals, slope stability problems and contaminants transport in porous

舊石器

無(wú)情

Der gesundheitliche Nutzen von Waldbesuchen,ging the pores by means of the mentioned materials, which was the dominant mechanisms of crust formation. According to the structure of these soils, the infiltration rate reached a very low value and a remarkable increase in stiffness was observed.

narcissism

就職

https://doi.org/10.1007/978-3-662-32954-2, d, with a number of variables: vertical deformation, stress ratio, η, confining stress, p, plastic work, W., suction, s, and some derived normalized variables. It was found that the common framework of dilatancy being a function of the current stress ratio and the limiting stress ratio is far from