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Numerical modelling of laboratory soil desiccation cracking using UDEC with a mix-mode cohesive fracture model
Gui, Y. L.*; Zhao, Z. Y.; Kodikara, J.; Bui, Ha H.; Yang, S. Q.
刊名Engineering Geology
2016
卷号202页码:14-23
关键词Elastic-plastic-damage Mix-mode cohesive fracture model Soil desiccation cracking UDEC
ISSN号0013-7952
DOI10.1016/j.enggeo.2015.12.028
URL标识查看原文
WOS记录号WOS:000370888700002;EI:20160201802180
内容类型期刊论文
URI标识http://www.corc.org.cn/handle/1471x/3323372
专题中南大学
作者单位1.[Zhao, Z. Y.
2.Gui, Y. L.] Nanyang Technol Univ, Sch Civil & Environm Engn, Nanyang Ctr Underground Space, Singapore 639798, Singapore.
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GB/T 7714
Gui, Y. L.*,Zhao, Z. Y.,Kodikara, J.,et al. Numerical modelling of laboratory soil desiccation cracking using UDEC with a mix-mode cohesive fracture model[J]. Engineering Geology,2016,202:14-23.
APA Gui, Y. L.*,Zhao, Z. Y.,Kodikara, J.,Bui, Ha H.,&Yang, S. Q..(2016).Numerical modelling of laboratory soil desiccation cracking using UDEC with a mix-mode cohesive fracture model.Engineering Geology,202,14-23.
MLA Gui, Y. L.*,et al."Numerical modelling of laboratory soil desiccation cracking using UDEC with a mix-mode cohesive fracture model".Engineering Geology 202(2016):14-23.
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