征募
发表于 2025-3-21 16:11:51
书目名称Experimental Unsaturated Soil Mechanics影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0318947<br><br> <br><br>书目名称Experimental Unsaturated Soil Mechanics读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0318947<br><br> <br><br>
不再流行
发表于 2025-3-21 23:22:17
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Anticlimax
发表于 2025-3-22 01:09:47
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
发表于 2025-3-22 07:11:12
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
发表于 2025-3-22 11:33:13
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
旧石器
发表于 2025-3-22 13:24:59
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
旧石器
发表于 2025-3-22 18:31:11
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无情
发表于 2025-3-22 22:56:38
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
发表于 2025-3-23 01:35:12
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就职
发表于 2025-3-23 06:29:25
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