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Damage constitutive model of single flaw sandstone under freeze-thaw and load

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成果类型:
期刊论文
作者:
Lu, Yani*;Li, Xinping;Chan, Andrew
通讯作者:
Lu, Yani
作者机构:
[Lu, Yani] Hubei Engn Univ, Sch Civil Engn, Xiaogan 432000, Hubei, Peoples R China.
[Li, Xinping] Wuhan Univ Technol, Key Lab Roadway Bridge & Struct Engn, Wuhan 430070, Hubei, Peoples R China.
[Chan, Andrew] Univ Tasmania, Sch Engn & ICT, Hobart, Tas 7001, Australia.
通讯机构:
[Lu, Yani] H
Hubei Engn Univ, Sch Civil Engn, Xiaogan 432000, Hubei, Peoples R China.
语种:
英文
关键词:
Constitutive model;Damage mechanism;Freeze-thaw action;Single flaw rock masses;Triaxial compression tests
期刊:
Cold Regions Science and Technology
ISSN:
0165-232X
年:
2019
卷:
159
页码:
20-28
基金类别:
It can be seen from the Fig. 5, Fig. 6, the elastic modulus and deviatoric stress are decreased first and then increased with increasing of fracture dip angle. The minimum point occurs at the 60 degrees, followed by 30 degrees and 90 degrees, the value of the intact samples (0 degree) is the highest. The ratios of σh and the maximum deviatoric stress are 54.83%, 43.13%, 37.29% and 33.23% after 0, 20, 40 and 60 freeze-thaw cycle(s), where σh is defined as the difference between maximum and
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院系归属:
道路桥梁与结构工程技术研究中心湖北省重点实验室
摘要:
The deterioration of mechanical properties subjected to freeze-thaw action is a determining factor for natural rock masses in cold region engineering. Taking four cases of flaw sandstone as the research object, freeze-thaw cycles experiments and triaxial compression tests were conducted to analyze the mechanical properties after 0, 20, 40 and 60 freeze-thaw cycles. The damage evolution equation of freeze-thaw sandstone under load is established based on the Lemaitre strain equivalent principle and continuum damage mechanics theory. In this rega...

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