Study of Rock-Soil Aggregate’s Shear Strength in Da-Liu Expressway

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Abstract:

This study is based on 8 large-scale outdoor tests of rock-soil aggregate in Da-Liu Expressway subgrade construction site.and has got the rock-soil aggregate’s characteristics and strength parameters of deformation. Proposing alternate dry-wet effect should be taken into account in the shakedown analysis of rock-soil aggregate slope. This study provides the necessary basis for the Da-Liu Expressway slope stability analysis and control of Settlement. It also provides an important basis for further research which has been widely used in various projects RM systems approach, especially to determine physical parameters of rock-soil aggregate.

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Periodical:

Advanced Materials Research (Volumes 225-226)

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747-752

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Online since:

April 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Xu wenjie, Hu ruilin. Rock Mixture Concept Classification and Significance. [J]. Hydrogeology and Engineering Geology, 2009, (4).

Google Scholar

[2] Huang Xiang Jing, Wang Wei. Red Soft Soil Filling level of the body to push the field shear test [J]. Highway Engineering, 2008, 33 (5) : 61-64.

Google Scholar

[3] Xiao li, Qiulin Lian, Jianming He. In-situ Tests and Stochastic Structural Model of Rock and Soil Aggregate in the Three Gorges Reservoir Area[J]. International Journal of Rock Mechanics and Mining Sciences, 2004, 41(3): 494.

DOI: 10.1016/j.ijrmms.2003.12.030

Google Scholar

[4] He Jianming. Three Gorges Reservoir rock mixture of deformation and failure mechanism of [D]. Beijing: China University of Mining PhD thesis (Beijing Campus), (2004).

Google Scholar

[5] You Xinhua. Rock mixture of random structure model and its application [D]. Beijing: Beijing Jiaotong University Ph.D. thesis, (2001).

Google Scholar

[6] Chang Yu-cheng, Yang Guanghua, Su bukun, Zeng jinqun. Shear Strength of Soil Slopes of indoor and outdoor test [J], Hunan University (Natural Science), 2007, 22 (3) : 45-49.

Google Scholar

[7] Yin hongLei, Xu Qianjun, Li Zhongkui. shear strength of wet and dry cycle with the impact of change on slope stability [J]. Journal of Hydraulic Engineering . 2008 May.

Google Scholar

[8] Xujian Cong, Shang yuequan. gravelly soil permeability characteristics on landslide stability [J]. Rock Mechanics and Engineering . 2006 November.

Google Scholar

[9] Li Tuode. Cracked soil shear strength of soil cut slope method to determine [J]. Foundation Engineering, 1988, 2 (4): 23. 27.

Google Scholar

[10] Zheng Yingren. Progress in soil plasticity one by one generalized plasticity [J]. Geotechnical Engineering. 2003, 25 (1): l-10.

Google Scholar

[11] Shen Zhujiang. Theoretical Soil Mechanics [M]. Beijing: China Water Power Press . (2000).

Google Scholar

[12] Xu wenjie, Hu ruilin, Tan Rujiao and so on. Tiger Leaping Gorge, Lung Poon field experiment on the right bank of earth and rock mixture [J]. Rock Mechanics and Engineering . 2006, (6).

Google Scholar

[13] Wu Minshuo, Li Xiao, He Jianming. rock mixture in situ shear Test rock mixture in situ shear Test. Geotechnical Engineering, 2007, (8).

Google Scholar

[14] You Xinhua, Tang jinsong. rock mixture of wild tests. Rock Mechanics and Engineering, 2002 (10).

Google Scholar