Disaster
发表于 2025-3-21 18:16:26
书目名称Desiderata Geotechnica影响因子(影响力)<br> http://figure.impactfactor.cn/if/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica影响因子(影响力)学科排名<br> http://figure.impactfactor.cn/ifr/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica网络公开度<br> http://figure.impactfactor.cn/at/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica网络公开度学科排名<br> http://figure.impactfactor.cn/atr/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica被引频次<br> http://figure.impactfactor.cn/tc/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica被引频次学科排名<br> http://figure.impactfactor.cn/tcr/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica年度引用<br> http://figure.impactfactor.cn/ii/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica年度引用学科排名<br> http://figure.impactfactor.cn/iir/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica读者反馈<br> http://figure.impactfactor.cn/5y/?ISSN=BK0268339<br><br> <br><br>书目名称Desiderata Geotechnica读者反馈学科排名<br> http://figure.impactfactor.cn/5yr/?ISSN=BK0268339<br><br> <br><br>
Fecal-Impaction
发表于 2025-3-22 00:14:55
The Development of the Material Point Method for Simulating Nonlocal Failure Evolution Involved in odels cannot predict the real physics associated with the interfacial failure evolution. Since its first journal paper was published in 1994, the Material Point Method (MPM, .), which is a spatial discretization extension from computational fluid dynamics to solid dynamics, has evolved with applicat
cumulative
发表于 2025-3-22 01:59:59
Modelling of Shaking-Induced Slope Displacements During Strong Earthquakes,the KIT (former TU Karlsruhe) under the guidance of Prof. Gudehus, is applied for the simulation of the dynamic response of slopes during strong earthquakes. The model captures the main features of mechanical behavior of coarse and fine-grained soils under seismic-induced alternating shearing and is
larder
发表于 2025-3-22 08:06:39
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谦卑
发表于 2025-3-22 11:22:26
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JECT
发表于 2025-3-22 14:31:06
Hypoplastic Prediction of Path-Dependent Failure in True Triaxial Tests of Granular Soils,lastic model for granular soils, a bifurcation condition is formulated for general stress state. The possibility of localized failure in true triaxial tests is investigated by examining the bifurcation condition in element tests following different stress paths. Three situations depending on stress
JECT
发表于 2025-3-22 18:14:35
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CODE
发表于 2025-3-22 22:45:56
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水槽
发表于 2025-3-23 03:32:47
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侵害
发表于 2025-3-23 08:02:19
Constitutive Relations from Particle Simulations,s. The transients between fluid - and solid-like behavior can be intermittent and sometimes both states coexist in steady-state. Bridging the gap between the particulate, microscopic picture (velocities, forces) on the particle scale and their continuum description (strain and stress) via a so-calle