Engineering geological classification of the structural planes for hydroelectric projects in Emeishan Basalts
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  • 作者:Shu-qin Sun ; Run-qiu Huang ; Xiang-jun Pei ; Song-jiang Zhao
  • 关键词:Emeishan basalt ; Hydroelectric project ; Structural plane ; Bedding fault zone ; Engineering geological classification
  • 刊名:Journal of Mountain Science
  • 出版年:2016
  • 出版时间:February 2016
  • 年:2016
  • 卷:13
  • 期:2
  • 页码:330-341
  • 全文大小:703 KB
  • 参考文献:Ali JR, Thompson GM, Zhou MF, et al. (2004) Emeishan large igneous province, SW. China.. Lithos 79(3): 475–489.
    Che ZC, Liu L, Luo JH (2002) Regional Geotectonics in China and Its Neighboring Area. Science Press, Beijing, China. (In Chinese)
    Chung SL, Jahn BM (1988) Plume-lithosphere interaction in generation of the Emeishan flood basalts at the Permian-Triassic boundary.. Geology 23: 889–892.CrossRef
    Deere DU, Merritt AH, Coon, RF (1969) Engineering classification of in Situ rock. U.S. Air Force Systems Command, Air Force Weapons Lab, Kirtland Air Force Base, New Mexico, Tech. Rep. AFWL-TR-67-144.
    GuDZ (1979) Basis of Rock Engineering Geomechanics. Peking: Science Press, Beijing, China. (In Chinese)
    Dearman WR, Baynes FJ, Irfan TY (1978) Engineering grading of weathered granite. Engineering. Geology 12: 345–374.
    Huang RQ, Hu XW (1997) JinSha River Xi Luo Du Hydroelectric Engineering Rock Mass Structural Model and Engineering Application Study. Chengdu Institute of Technology Press, Chengdu, China. (In Chinese)
    Huang RQ, Xu M, Cheng JP (2004) Fine Description and Engineering Application of Rock Mass Structure. Science Press, Beijing, China. (In Chinese)
    Hu XW (1995) A systematic engineering geological study on interbedXiluodu dam site in Jinsha River. PhD thesis, Chengdu Institute of Technology, Chengdu, China. (In Chinese)
    Jin J, Yang KG (2007) Deformation characteristics and genesis of faults in the dam of baihetan hydroelectric power station, Jinsha River. Geological Science and Technology. Information. 26(9): 17–22. (In Chinese)
    Ju NP (2001) Xiluodu Hydroelectric plant dam abutment resisting force body stability analysis. MS thesis, Chengdu University of Technology, Chengdu, China. (In Chinese) ai]Knill JL, Jones KS (1965) The recording and interpretation of geological conditions in the foundations of the Roseires, Kariba, and Latiyan dams.? Geotechnique 15: 94–124.CrossRef
    Lan CY (2009) Study on causes of the dislocation interface and engineering characteristics of the dam of Baihetan hydroelectric power station, Jinsha River. MS Thesis, Chengdu University of Technology, Chengdu, China. (In Chinese)
    Li ZY, Yang YY (1994) Introduction to engineering geology, China Land Press, Beijing, China. (In Chinese)
    Lin JY (1985) Temporal and spatial distribution and geological characteristics of Permian basalt in three province of southwest China. Chinese Science Bulletin 12:929–932. (In Chinese)
    Peng JB, Ma RY, Shao TQ (2004) Basic relation between structural geology and engineering geology. Earth Science Frontiers 11(4):535–548. (In Chinese)
    Qin LM (2003) The structural features of the dislocation interface around the dam of the Jinsha River Xiluodu hydroelectric power station and it’s engineering affects. MS Thesis, Chengdu University of Technology, Chengdu, China. (In Chinese)
    Richard JW, Robert EH, Peter JA, et al. (2013) Fault zone permeability structure evolution in basalts. Geology 41 (1): 59–62.CrossRef
    Richards MA, Duncan RA, Courtillot VE (1989) Flood-basalt and hot-spot tracks: plume heads and tails.. Science 246: 103–107.CrossRef
    Shellnutt JG, Jahn BM (2011) Origin of Late Permian Emeishan basaltic rocks from the Panxi region (SW China): Implications for the Ti-classification and spatial-compositional distribution of the Emeishan flood basalts. Journal of Volcanology and Geothermal Research 199(1-2): 85–95.CrossRef
    Sun GZ, Sun G (1997) Selected Geological Engineering Works. Weapon Industry Press, Bejing, China. (In Chinese)
    Thompson GM, Ali JR, Song XY, et al. (2001) Emeishan basalts, SW China: Reappraisal of the formation’s type area stratigraphy and a discussion of its significance as a large igneous province. Journal of the Geological. Society 158(4): 593–599.
    Wang ST, Huang RQ, Xu M (1996) Study of Tongjie Hydroelectric Plant induced Earthquakes. Chengdu Institute of Technology Press, Chengdu, China. (In Chinese)
    Wang ST, Xu M, Hu J, et al. (1997) A study of thin mountain ridge leakage of Guandi Hydroelectric Plant front dam left bank. Chengdu Institute of Technology Press, Chengdu, China. (In Chinese)
    Wang WZ (2005) Stability and control measures research of Jin’anqiao hydroelectric plant Zuo’andam Gaobianslope. MS thesis, Chengdu University of Technology, Chengdu, China. (In Chinese)
    Wei, YJ (2007) Mount. Emei basalt rock mass structural characteristics and engineering application study in China South-West hydroelectric engineering area. PhD thesis, Chengdu University of Technology, Chengdu, China. (In Chinese)
    Wu JH (2008) Conspectus and Outline of Geotectonic. Geological Publishing House, Beijing, China. (In Chinese)
    Xu M, Wei YJ, Lu SQ, et al. (2005) A study of rock mass structural characteristics and impacts on the project of Longkaikou Hydroelectric Plant, Jinsha River. Chengdu University of Technology Press, Chengdu, China. (In Chinese)
    Zhang CF, Xu M, Li H, et al. (2009) A Study of Structure and Structural Plane Fractal of Basalt Rock Mass with columnar joints. ACTA Geological Sichuan 29(3): 292–295. (In Chinese)
    Zhang YX, Luo YN, Yang CX (1988) PAN-XI RIFT. China Land Press, Beijing, China. (In Chinese)
    Zhang ZY, Wang ST, Wang LS, et al. (2009) Principles of Engineering Geological Analysis. China Land Press, Beijing, China. (In Chinese)
    Zhang XG, Wang SJ, Zhang ZY, et al. (2000) Chinese Engineering Geology. Science Press, Beijing, China. (In Chinese)
    Zhou ZD (1998) Study on genesis of rock mass discontinuities in Xiluodu hydroelectric power station dam site of Jinsha River. PhD Thesis, Chengdu Institute of Technology, Chengdu, China. (In Chinese)
  • 作者单位:Shu-qin Sun (1)
    Run-qiu Huang (1)
    Xiang-jun Pei (1)
    Song-jiang Zhao (1)

    1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, 610059, China
  • 刊物主题:Earth Sciences, general; Geography (general); Environment, general; Ecology;
  • 出版者:Springer Berlin Heidelberg
  • ISSN:1993-0321
文摘
The scale and characteristics of rock mass are important indexes of the rock mass structural plane classification. This paper firstly analyzes the spatial distribution characteristics, the structural plane types (original structural plane, tectonic structural plane and hypergenic structural plane) and the associated features of the Emeishan basalts and then studies the classification schemes of the built hydropower structure planes of different rock areas (the east district, the central district and the west district) in the Emeishan basalt distribution area, Southwest China. Based on the analysis and comparison of the scale and the engineering geological characteristics of the typical structure planes in the basalt hydroelectric Stations, the types o f structural planes are used in the first order classification. The secondary order classification is made by considering the impact factors of rock mass quality, e.g., the state of the structural planes, infilling, joint opening, extending length, the grade of weathering and strength. The engineering geological classification for Emeishan basalt is proposed. Because there are no evidences of a large structure presenting in study area, the first-order (I) controlling structural planes do not appear in the classification, there only appear II, III, IV and V grade structural planes influencing the rock-mass quality. According to the different rock-block types in bedding fault zone, the second-grade (II) structural planes consisted of bedding fault zone is further classified into II1, II2 and II3. The third-grade (III) structural planes constructed by intraformational faulted zones are not subdivided. According to the different characteristics of intrusion, alteration and weathering unloading structural planes, the IV grade structure plane is divided into IV1, IV2 and IV3. According to the development characteristics of joints and fractures, the V grade structure plane is divided into fracture V1 and columnar joint V2. In all, the structural planes are classified into four groups with nine subsets. The research proposes the engineering geological classification of the structural plane for the hydropower project in the Emishan basalts, and the result of the study has a potential application in similar regions.

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