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Viscoelasto-plastic rheological experiment under circular increment step load and unload and nonlinear creep model of soft rocks
Yan-lin Zhao 赵延林; Ping Cao 曹 平; Wei-jun Wang 王卫军; Wen Wan 万 文; Ye-ke Liu 刘业科
刊名Journal of Central South University of Technology
2009
卷号16期号:3页码:488-494
关键词rheological experiment nonlinear creep damaging hardening soft rocks
ISSN号1005-9784
DOI10.1007/s11771-009-0082-7
URL标识查看原文
WOS记录号WOS:000266781000026;EI:20092912191340
内容类型期刊论文
URI标识http://www.corc.org.cn/handle/1471x/3335463
专题中南大学
作者单位1.[Zhao Yan-lin
2.Liu Ye-ke
3.Cao Ping] Cent S Univ, Sch Resources & Safety Engn, Changsha 410083, Hunan, Peoples R China.
推荐引用方式
GB/T 7714
Yan-lin Zhao 赵延林,Ping Cao 曹 平,Wei-jun Wang 王卫军,et al. Viscoelasto-plastic rheological experiment under circular increment step load and unload and nonlinear creep model of soft rocks[J]. Journal of Central South University of Technology,2009,16(3):488-494.
APA Yan-lin Zhao 赵延林,Ping Cao 曹 平,Wei-jun Wang 王卫军,Wen Wan 万 文,&Ye-ke Liu 刘业科.(2009).Viscoelasto-plastic rheological experiment under circular increment step load and unload and nonlinear creep model of soft rocks.Journal of Central South University of Technology,16(3),488-494.
MLA Yan-lin Zhao 赵延林,et al."Viscoelasto-plastic rheological experiment under circular increment step load and unload and nonlinear creep model of soft rocks".Journal of Central South University of Technology 16.3(2009):488-494.
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