Initiative
发表于 2025-3-28 15:42:14
C. Kadel,T. Strecker,M. Kaltenbach,G. Koberadation, and the applicability of the models to the practically important problem such as the of the levee during earthquakes. For sandy soils, we have been developed a cyclic elasto-plastic model based on the kinematical hardening rule with two yield surfaces for the change of the stress ratio and
显赫的人
发表于 2025-3-28 22:04:26
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小步舞
发表于 2025-3-29 01:18:13
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myalgia
发表于 2025-3-29 03:47:36
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离开就切除
发表于 2025-3-29 08:26:51
Experience with mitral valvuloplastywork was used to check the initiation point of static liquefaction under undrained shear. The results showed that the mechanical behavior of unsaturated sands will be changed by the compressibility of gas. The critical stress ratio at the liquefaction instability point decreases with the saturation
沉着
发表于 2025-3-29 14:33:42
https://doi.org/10.1007/978-3-662-12114-6es. It causes modifications in the soil micro-structure and may modify the mechanical behaviour of the soil leading to deformations at the macroscopic scale. Therefore, the aim of this study is to investigate the consequences of internal erosion on the mechanical properties of the soil. We present s
MUT
发表于 2025-3-29 17:45:27
H. Bardenheuer,B. Höfling,A. Fabryof the soil mass. In the present study, firstly we have formulated the constitutive equations of the internal erosion, that is, the erosion criteria and the rate equation of the mass transfer. The driving force for erosion is assumed to be given by the interaction term, i.e. relative velocity betwee
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发表于 2025-3-29 22:21:55
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defuse
发表于 2025-3-30 01:40:07
Euripides Papamichos,Panos Papanastasiou,Arcady DyCompiles peer-reviewed contributions to the 11th International Workshop on Bifurcation and Degradation in Geomaterials held in Limassol, Cyprus, 21-25 May 2017.This volume gathers a series of contribu
instructive
发表于 2025-3-30 06:29:52
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