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Geotechnical and Geological Engineering

Erschienen in:

08.06.2016 | Technical Note

An Analytical Approach for Determinating the Shear Strength Parameters and Its Application in Lijiahe Hydro-Power Station, Shanxi, China

verfasst von: Qianqian Li, Jianping Qiao, Zhongxing Cui, Dong Huang, Meng Wang

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 4/2016

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Abstract

In order to obtain the more accurate shear strength parameters and to increase the cost effectiveness of the project, a new linear fitting method, namely, Optimal Linear Fitting Method (OLFM) is proposed. This method improves the Least Squares Method (LSM) based on the reduction of errors and it is solved by referring to the algorithm of Monte Carlo method. Furthermore, the method is applied in the Lijiahe hydro power station to calculate the shear strength parameters. The results show that compared to the LSM, the proposed OLFM provides more accurate fitting lines.

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Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1–2):1–54CrossRef

Goodman RE (1976) Methods of geological engineering in discontinuous rocks. Mécanique Des Roches

Gupta S, Penzien J, Lin TW, Yeh CS (1982) Three-dimensional hybrid modelling of soil–structure interaction. Earthq Eng Struct Dyn 10(1):69–87CrossRef

Gupte SS, Singh R, Vishal V, Singh TN (2013) Detail investigation of stability of in-pit dump slope and its capacity optimization. Int J Earth Sci Eng 6(2):146–159

Huaye L, Zhiquan H, Shangxing C, Tong J (2002) Study on determination of sheer parameters (c, f) for the intercalated beds of Xiluodu power station. Chin J Rock Mech Eng 10:019

Ji-quan Z, Ru-ping HE, Jian-hong W (2006) Results processin2 and parameters selection of shear strength test on rock. Chin J Under Ground Space Eng 2(8):1403–1407

Qiang Y, Xin CH, Weiyuan ZH (2002) Reliability analysis on shear strength parameters. Chin J Rock Mech Eng 21(6):868–873

Qianqian L, Dong H, Jianping Q (2014) Linear optimization method for shear strength parameters of rock mass. Rock Soil Mech 35(Supp. 2):156–161

Rui Y, Tang HM, Xin-Li HU, Chang-Dong LI, Lei H (2012) Applicability study of linear fitting method of shear strength parameters of rock mass discontinuities. Yantu Lixue/Rock Soil Mech 33:118–124

Shen J, Priest SD, Karakus M (2012) Determination of Mohr–Coulomb shear strength parameters from generalized Hoek–Brown criterion for slope stability analysis. Rock Mech Rock Eng 45(1):123–129CrossRef

Singh TN, Pradhan SP, Vishal V (2013) Stability of slopes in a fire-prone mine in Jharia Coalfield, India. Arab J Geosci 6(2):419–427CrossRef

Trivedi R, Vishal V, Pradhan SP, Singh TN, Jhanwar JC (2012) Slope stability analysis in limestone mines. Int J Earth Sci Eng 5(4):759–766

Wen-lin X, Hu-Sheng L (1992) A random-fuzzy method for treating the experimental data of mechanical parameters of rock sample. Chin J Geotech Eng 14(6):101–108

Yang XL, Yin JH (2010) Slope equivalent Mohr–Coulomb strength parameters for rock masses satisfying the Hoek–Brown criterion. Rock Mech Rock Eng 43(4):505–511CrossRef

Zhang F, Yu-lun Z (1999) Robust estimate of the rock shear strength parameter. Rock Soil Mech 20(1):53–56

Titel: An Analytical Approach for Determinating the Shear Strength Parameters and Its Application in Lijiahe Hydro-Power Station, Shanxi, China
verfasst von: Qianqian Li
Jianping Qiao
Zhongxing Cui
Dong Huang
Meng Wang
Publikationsdatum: 08.06.2016
Verlag: Springer International Publishing
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 4/2016
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-016-0020-z

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