Titlebook: Desiderata Geotechnica; Wei Wu Conference proceedings 2019 Springer Nature Switzerland AG 2019 Geomaterials.Geomechanics.Constitutive Mode

Disaster

書目名稱Desiderata Geotechnica影響因子(影響力)




書目名稱Desiderata Geotechnica影響因子(影響力)學(xué)科排名




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書目名稱Desiderata Geotechnica網(wǎng)絡(luò)公開度學(xué)科排名




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書目名稱Desiderata Geotechnica讀者反饋學(xué)科排名

Fecal-Impaction

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

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

謙卑

JECT

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

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水槽

侵害

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