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contributor authorBin Liu
contributor authorHaomin Sang
contributor authorQuansheng Liu
contributor authorYongshui Kang
contributor authorYucong Pan
contributor authorChaobo Lu
contributor authorChuanqing Zhang
date accessioned2022-01-30T19:34:45Z
date available2022-01-30T19:34:45Z
date issued2020
identifier other%28ASCE%29GM.1943-5622.0001537.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265580
description abstractIt is of crucial importance to develop an efficient numerical method to investigate the mechanism of grout diffusion and migration in fractured rock masses. However, most existing models only concentrate on the grout flow in a single fracture and most existing algorithms for large-scale fracture networks have high computational cost. A new dynamic diffusion and migration algorithm for grout was proposed and applied to the two-dimensional fracture network in this paper. Based on the geometric relationship between the fracture network nodes, an effective and feasible generation method of the connectivity matrix was proposed to realize the digitization of the topological structure of the fracture network. Finally, the Fracture Networks Grouting Diffusion Program (FNGDP) was developed to visualize the entire process of grout diffusion and migration in fracture networks. Compared with other algorithms, the proposed algorithm can realistically simulate the grouting process and greatly reduce computing time.
publisherASCE
titleNew Algorithm for Simulating Grout Diffusion and Migration in Fractured Rock Masses
typeJournal Paper
journal volume20
journal issue3
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0001537
page04019188
treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 003
contenttypeFulltext


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