首页|Coupled GIMP and CPDI material point method in modelling blast-induced three-dimensional rock fracture

Coupled GIMP and CPDI material point method in modelling blast-induced three-dimensional rock fracture

扫码查看
原文链接
  • 万方数据
  • 维普
Three-dimensional rock fracture induced by blasting is a highly complex problem and has received con-siderable attention in geotechnical engineering.The material point method is firstly applied to treat this challenging task.Some inherent weaknesses can be overcome by coupling the generalized interpolation material point(GIMP)and the convected particle domain interpolation technique(CPDI).For the media in the borehole,unchanged GIMP-type particles are used to guarantee a homogenous blast pressure.CPDI-Tetrahedron type particles are employed to avoid the fake numerical fracture near the borehole for the rock material.A blasting experiment using three-dimensional single-borehole rock was simulated to examine the applicability of the coupled model under realistic loading and boundary conditions.A good agreement was achieved between the simulation and experimental results.Moreover,the mechanism of three-dimensional rock fracture was analyzed.It was concluded that rock particle size and material parameters play an important role in rock damage.The reflected tensile waves cause severe damage in the lower part of the model.Rayleigh waves occur on the top face of the rock model to induce a hoop failure band.

Material point method(MPM)Convected particle domain interpolation(CPDI)Generalized interpolation material point(GIMP)Rock fractureBlast

Duanying Wan、Meng Wang、Zheming Zhu、Fei Wang、Lei Zhou、Ruifeng Liu、Weiting Gao、Yun Shu、Hu Xiao

展开 >

MOE Key Laboratory of Deep Earth Science and Engineering,College of Architecture and Environment,Sichuan University,Chengdu 610065,China

Failure Mechanics and Engineering Disaster Prevention,Key Laboratory of Sichuan Province,Sichuan University,Chengdu 610065,China

State Key Laboratory of Hydraulics and Mountain River Engineering,College of Water Resources and Hydropower,Sichuan University,Chengdu 610065,China

College of Civil and Architecture Engineering,Panzhihua University,Panzhihua 617099,China

展开 >

2022NSFSC1915U19A2098PBSKL2022B06

2022

矿业科学技术学报(英文版)
中国矿业大学

矿业科学技术学报(英文版)

CSTPCDCSCDSCIEI
影响因子：1.222
ISSN：2095-2686
年,卷(期)：2022.32(5)
  • 3
  • 1