Titlebook: Single Piles in Liquefiable Ground; Seismic Response and Rui Wang Book 2016 Springer-Verlag Berlin Heidelberg 2016 Constitutive Model.Lique

神像之光環(huán)

書目名稱Single Piles in Liquefiable Ground影響因子(影響力)




書目名稱Single Piles in Liquefiable Ground影響因子(影響力)學科排名




書目名稱Single Piles in Liquefiable Ground網(wǎng)絡公開度




書目名稱Single Piles in Liquefiable Ground網(wǎng)絡公開度學科排名




書目名稱Single Piles in Liquefiable Ground被引頻次




書目名稱Single Piles in Liquefiable Ground被引頻次學科排名




書目名稱Single Piles in Liquefiable Ground年度引用




書目名稱Single Piles in Liquefiable Ground年度引用學科排名




書目名稱Single Piles in Liquefiable Ground讀者反饋




書目名稱Single Piles in Liquefiable Ground讀者反饋學科排名

知識分子

Analysis of Seismic Single Pile Response in Liquefiable Ground,nd numerical simulations. Typical setups of single piles in liquefiable ground is studied to enhance the understanding of the major influence factors on the behaviour of piles in liquefiable ground, and the dynamic coupling of structure-pile inertial interaction and soil-pile kinematic interaction.

含沙射影

Book 2016or large post-liquefaction shear deformation of sand, formulated and implemented for parallel computing. It also presents a three-dimensional, dynamic finite element analysis method for piles in liquefiable ground, developed on the basis of this model,. Employing a combination of case analysis, cent

micronutrients

Introduction,lly, pile foundations have been considered as an excellent choice for ground improvement in liquefaction susceptible areas due to its advantages in stability and displacement control. However, past major earthquakes have shown piles in liquefiable grounds to be susceptible to failure.

FLOAT

A Unified Plasticity Model for Large Post-liquefaction Shear Deformation of Sand and Its Numerical on shear deformation based on its physics, allowing the unified description of pre- and post-liquefaction behaviour of sand; (2) directly links the cyclic mobility of sand with reversible and irreversible dilatancy, enabling the unified description of monotonic and cyclic loading; (3) introduces cri

Arb853

Analysis of Seismic Single Pile Response in Liquefiable Ground,simulations. The seismic response of single piles in liquefiable ground is investigated in this chapter by conducting centrifuge shaking table tests and numerical simulations. Typical setups of single piles in liquefiable ground is studied to enhance the understanding of the major influence factors

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蠟燭

2190-5053 any tips on and insights into the basic force response mechaThis thesis focuses on the seismic response of piles in liquefiable ground. It describes the design of a three-dimensional, unified plasticity model for large post-liquefaction shear deformation of sand, formulated and implemented for paral

nugatory

Introduction,lly, pile foundations have been considered as an excellent choice for ground improvement in liquefaction susceptible areas due to its advantages in stability and displacement control. However, past major earthquakes have shown piles in liquefiable grounds to be susceptible to failure.

天然熱噴泉

Conclusions and Future Work,neering. This dissertation tries to make an effort to improve the understanding of seismic pile behaviour in liquefiable ground by developing high fidelity numerical methods and analysing some of the aspects of the lateral and vertical pile response.