The joint strength formula and its application in disaster evaluation of loess slope
There are plenty of steep loess slopes in loess plateau and the stress distribution field of a structural loess slope is usually composed of tension-shear stress areas and compression-shear stress areas. Based on the joint strength of structural loess that can consider comprehensively the features o...
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Published in | IOP conference series. Earth and environmental science Vol. 189; no. 2; pp. 22041 - 22046 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Bristol
IOP Publishing
01.11.2018
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Abstract | There are plenty of steep loess slopes in loess plateau and the stress distribution field of a structural loess slope is usually composed of tension-shear stress areas and compression-shear stress areas. Based on the joint strength of structural loess that can consider comprehensively the features of tensile strength and shear strength, the structural parameter of stress ratio was also introduced into the joint strength formula of structural loess. Then the triggering mechanism of a structural loess landslide was analyzed. The results show that the increase of water content in loess slope not only lead to a reduction in tensile strength, but also the safety factor of the structural loess slope gradually decreased to the occurrence of instability. The joint strength provides a more practical computational approach for assessing the stability of structured loess slopes. |
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AbstractList | There are plenty of steep loess slopes in loess plateau and the stress distribution field of a structural loess slope is usually composed of tension-shear stress areas and compression-shear stress areas. Based on the joint strength of structural loess that can consider comprehensively the features of tensile strength and shear strength, the structural parameter of stress ratio was also introduced into the joint strength formula of structural loess. Then the triggering mechanism of a structural loess landslide was analyzed. The results show that the increase of water content in loess slope not only lead to a reduction in tensile strength, but also the safety factor of the structural loess slope gradually decreased to the occurrence of instability. The joint strength provides a more practical computational approach for assessing the stability of structured loess slopes. |
Author | Rongjian, Li Jianwen, Luo Junyi, Pan Zhijun, Wang |
Author_xml | – sequence: 1 givenname: Wang surname: Zhijun fullname: Zhijun, Wang organization: Company limited of Chang-qing Science and Technology , China – sequence: 2 givenname: Luo surname: Jianwen fullname: Jianwen, Luo organization: Company limited of Chang-qing Science and Technology , China – sequence: 3 givenname: Pan surname: Junyi fullname: Junyi, Pan organization: Company limited of Chang-qing Science and Technology , China – sequence: 4 givenname: Li surname: Rongjian fullname: Rongjian, Li email: lirongjian@xaut.edu.cn organization: Institute of Geotechnical Engineering of Xi'an University of Technology , . China |
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Cites_doi | 10.1061/(ASCE)1532-3641(2003)3:2(236) |
ContentType | Journal Article |
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References | Li R. J. (9) 2014; 7 Xu W. (3) 2013; 6 Desai C. S. (5) 1974 7 Deng G. H. (10) 2012; 33 Jiang Q. H. (4) 2012; 5 Xie D. Y. (8) 1999; 21 Das A. M. (1) 2010; 4 Sun J. J. (2) 2011; 4 Shen Z.J. (6) 2002 |
References_xml | – volume: 7 start-page: 319 year: 2014 ident: 9 publication-title: Water Science and Engineering contributor: fullname: Li R. J. – volume: 4 start-page: 7 year: 2011 ident: 2 publication-title: Disaster Advances contributor: fullname: Sun J. J. – volume: 33 start-page: 2310 issn: 1000-7598 year: 2012 ident: 10 publication-title: Rock and Soil Mechanics contributor: fullname: Deng G. H. – volume: 5 start-page: 631 year: 2012 ident: 4 publication-title: Disaster Advances contributor: fullname: Jiang Q. H. – year: 1974 ident: 5 publication-title: the Proceedings of the International Conference on Computation Methods in Nolinear Mechanics, Austin, America contributor: fullname: Desai C. S. – ident: 7 doi: 10.1061/(ASCE)1532-3641(2003)3:2(236) – volume: 21 start-page: 651 issn: 1000-4548 year: 1999 ident: 8 publication-title: Chinese Journal of Geotechnical Engineering contributor: fullname: Xie D. Y. – volume: 6 start-page: 20 year: 2013 ident: 3 publication-title: Disaster Advances contributor: fullname: Xu W. – year: 2002 ident: 6 publication-title: The seventh conference of the Chinese Society for rock mechanics and Engineering, Beijing, China contributor: fullname: Shen Z.J. – volume: 4 start-page: 26 year: 2010 ident: 1 publication-title: Disaster Advances contributor: fullname: Das A. M. |
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Snippet | There are plenty of steep loess slopes in loess plateau and the stress distribution field of a structural loess slope is usually composed of tension-shear... |
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StartPage | 22041 |
SubjectTerms | Compression Compressive strength Computer applications Landslides Loess Moisture content Safety factors Shear strength Shear stress Slope stability Slopes Stability analysis Stress concentration Stress distribution Stress ratio Structural stability Tensile strength Water content |
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Title | The joint strength formula and its application in disaster evaluation of loess slope |
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