流状滑坡及其与结构相互作用的ISPH模型

IF 3.4 3区 工程技术 Q1 MECHANICS 水动力学研究与进展:英文版 Pub Date : 2017-10-01 DOI:10.1016/S1001-6058(16)60802-8
Dongfang Liang (梁东方) , Xuzhen He , Jing-xin Zhang (张景新)
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引用次数: 5

摘要

建立了一种不可压缩光滑颗粒流体力学模型(ISPH)来研究流状滑坡现象。滑坡体被理想化为具有等密度的刚体和完全塑性材料。与广泛使用的滑坡显式光滑颗粒流体力学(SPH)模型不同,本文使用Chorin投影法通过压力泊松方程隐式求解法向应力,从而得到没有虚假波动的瞬时应力场的真实分布。通过三个案例研究,包括理想的颗粒流,滑坡与刚性屏障的相互作用,以及香港历史上的堑坡滑坡,证明了该模型的能力。
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An ISPH model for flow-like landslides and interaction with structures

An incompressible smoothed particle hydrodynamics (ISPH) model has been developed to investigate the flow-like landslide phenomena The landslide mass is idealized as rigid and perfectly-plastic material with a constant density. Unlike the widely-used explicit smoothed particle hydrodynamics (SPH) models for landslides, the Chorin's projection method is used herein to implicitly solve the normal stress via a pressure Poisson equation, leading to a realistic distribution of instantaneous stress fields free of spurious fluctuations. The capability of the model is demonstrated through three case studies, including the idealized granular flow, landslide interaction with a rigid barrier, and a historical cut-slope landslide in Hong Kong.

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来源期刊
CiteScore
5.90
自引率
0.00%
发文量
1240
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