Spatial distribution of inter-layer shear zones at Gaobazhou dam site, Qingjiang River, China

被引:7
作者
Xiao, YJ
Lee, CF [1 ]
Wang, SX
机构
[1] Univ Hong Kong, Dept Civil Engn, Hong Kong, Peoples R China
[2] Chinese Acad Sci, Inst Geol, Beijing, Peoples R China
关键词
inter-layer shear zone; rescaled range (R/S) analysis; SCT-R/S model;
D O I
10.1016/S0013-7952(99)00051-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The spatial distribution of inter-layer shear zones is studied, based on the fully mapped inter-layer shear zones at the Gaobazhou dam site on the Qingjiang River in Hubei province, China. The field observations revealed that two types of inter-layer shear zone, under-developed and well-developed, are distributed differently. The former are associated with the incompetent rock layers, and the latter are controlled by the inter-bed folds and lithological properties of the strata. To represent their lithological properties geomechanically, data on strength by the Schmidt hammer test and thickness of each field-identified rock layer were collected to form strength sequences and thickness sequences. The adjacent rock layers of similar strength are then grouped, and two grouped sequences are combined into a single sequence, whose individual term is the strength weighted by the exponential function value of the centralized thickness (SCT). The rescaled range (RS) analysis results of SCT (SCT-R/S), taking into account the presence of inter-bed folds, are in good agreement with RIS analysis results of the spacing sequence of the well-developed inter-layer shear zones. Thus the SCT-R/S model has the potential to predict their spatial distributions. (C) 2000 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:227 / 239
页数:13
相关论文
共 15 条
[1]   STRENGTH, DEFORMATION AND CONDUCTIVITY COUPLING OF ROCK JOINTS [J].
BARTON, N ;
BANDIS, S ;
BAKHTAR, K .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1985, 22 (03) :121-140
[2]  
DAI GX, 1979, ACTA GEOL SINICA, V1, P153
[3]  
HURST JE, 1951, T AM SOC CIVIL ENG, V116, P177
[4]  
MAWRY V, 1994, EUROCK 94 ROTTERDAM, P175
[5]  
MORGENSTEN NR, 1967, GEOTECHNIQUE, V17, P307
[6]  
PLOTNICK RE, 1994, FRACTALS PETROLEUM G, P73
[7]  
QU Y, 1977, SCI GEOL SINICA, P363
[8]  
QU YX, 1985, STUDY GEOMECHANICS, P87
[9]  
Ramsay G.J., 1987, TECHNIQUES MODERN ST, V2
[10]  
SKEMPTON AW, 1985, GEOTECHNIQUE, V35, P1