Shear Properties and Strength of Weak Intercalated Layers in Dam Foundation of Datengxia Power Station

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Abstract:

For gravity dam with weak intercalated layer in foundation,the shear strength of the weak intercalated layers is the main factor in the control of the dam stability. It is the key point of geological and experimental work to ensure the shear strength to satisfy safety and economy of dam. The material composition,mineralogical composition and structure,genetic type and characteristics of shear stress and strain of weak intercalated layer in dam foundation of Datengxiapower station are analyzed,the valuation rule of the shear strength of weak intercalated layer with plasticfailure mode is discussed,and finally the recommended geological value of shear strength of weak intercalated layer in this project is proposed.

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322-325

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January 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Yan Ruhua, Fan Weihua, Shear properties and strength of weak intercalated layers in dam foundation of majiayan reservoir[J]. Chinese Journal of Rock Mechanics and Engineering. 2004, 23(22), 3761-3764.

Google Scholar

[2] Liu Xinrong, Xian Xuefu, Yu Hailong, et al. The affection of lithological character on rock mechanical properties[J]. Jiangxi Nonferrous Metals, 2001, 2(15), 11-14.

Google Scholar

[3] Li Kegang, Xu Jiang, Li Shuchun. Study on property of rock mass discontinuity shear strength in Three Gorges reservoir area[J]. Rock and Soil Mechanics, 2005, 26(7), 1063-1067.

Google Scholar

[4] Xu Baotian, Yan Changhong, Chen Hanyong, et al. Experiment study on mechanics property of weak intercalated layers in the slope rock mass[J]. Rock and Soil Mechanics, 2007, 28(11), 3077-3081.

Google Scholar

[5] Bruneau G, Hadjigeorgiou D B Tylerb J, Potvin Y. Influence of faulting on a mine shaft a case study: part I-Background and instrumentation[J]. International Journal of Rock Mechanics & Mining Sciences, 2003, (40): 95-111.

DOI: 10.1016/s1365-1609(02)00115-6

Google Scholar

[6] Morgenstern N R, Eigenbrod K D. Classification of argillaceous soils and rocks[J]. J Geotechnical Eng Div, A SCE, 1974, 100(10), 1137-1156.

DOI: 10.1061/ajgeb6.0000106

Google Scholar

[7] Chilingar G V, Rieke III H H, Robertson Jr J O. Relationship between high pressure and moisture content of halloysite and dickite clays[J] . Geo l So c Am Bull, 1963, 74( 8), 1041-1048.

DOI: 10.1130/0016-7606(1963)74[1041:rbhopa]2.0.co;2

Google Scholar

[8] Tang Liangqin, Nie Dexin, Ren Guangming. Discussion on the relational between granulometric composition and shear strength parameter of weak structural[J]. Journal of Engineering Geolog, 2003, 11(2), 143-147.

Google Scholar