Inference of creep mechanism in underground soil loss of karst conduits I. Conceptual model

Natural Hazards

Volumn 62, Issue 3, 2012, Pages 1191-1215

  Zhou, Jie ^b,d   Tang, Yiqun ^a,b   Yang, Ping ^a,b   Zhang, Xiaohui ^b   Zhou, Nianqing ^b,c   Wang, Jianxiu ^a,b  

^a Tongji University   (China)

^b TONGJI UNIVERSITY   (China)

^c BEIJING UNIVERSITY OF POSTS AND TELECOMMUNICATIONS   (China)

^d UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Brown clay; Conceptual model; Creeping and sliding; Shear strength; Soil erosion; Underground soil loss

Indexed keywords

CREEP; KARST; MODELING; SHEAR STRENGTH; SLIDING; SOIL EROSION; WATER CONTENT;

CHINA; GUIZHOU;

EID: 84862807523     PISSN: 0921030X     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11069-012-0143-3     Document Type: Article

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