[1]谢向东,徐礼华,李彦强.丹江口库区初始地应力场的反演[J].西安建筑科技大学学报:自然科学版,2012,44(02):217-223.[doi:10.15986/j.1006-7930.2012.02.012]
　XIE Xiang-dong,XU Li-hua,LI Yan-qing.Derivation of the initial crustal stress field in the Danjiangkou Reservoir Area[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2012,44(02):217-223.[doi:10.15986/j.1006-7930.2012.02.012]
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丹江口库区初始地应力场的反演()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
44
期数:
2012年02期
页码:
217-223
栏目:
出版日期:
2012-04-30

文章信息/Info

Title:
Derivation of the initial crustal stress field in the Danjiangkou Reservoir Area
文章编号:
1006-7930(2012)02-0217-07
作者:
谢向东1; 徐礼华2; 李彦强3
(1.湖北文理学院建筑工程学院,湖北 襄樊 441053;2.武汉大学土木建筑工程学院,湖北 武汉 430072; 3. 长江勘测规划设计研究有限责任公司,湖北武汉430010)
Author(s):
XIE Xiang-dong1;  XU Li-hua2;  LI Yan-qing3
(1.School of Civil Engineering and Architecture, Hubei University of Arts and Science, Xiangfan 441053, China; 2.School of Civil Engineering, Wuhan University, Wuhan 430072, China; 3.The Yangtze River Survey Planning and design institute Co., Ltd, Wuhan 430010,China)
关键词:
初始地应力场; 地质构造; 水平主应力差; 地层埋深
Keywords:
initial crustal stress field;  geological structure;  difference of horizontal principal stress;  critical depth
分类号:
TU 375.4
DOI:
10.15986/j.1006-7930.2012.02.012
文献标志码:
A
摘要:
根据丹江口库区的地质构造,考虑断裂破碎带和岩石力学参数随埋深变化,建立计算模型,反演分析了库区的初始地应力场,结果表明:1)库区地应力的临界深度在1km埋深附近;2)水平方向两个主应力,在埋深750m范围内X轴方向为主压应力,随埋深由13MPa增至23MPa,Y轴方向为主拉应力,随埋深由12MPa减至0,埋深750m以下两个坐标轴方向均为主压应力且随埋深增加;3)两个水平主应力差在埋深10km范围内随埋深基本呈线性增加,大约10km深处急剧减小,20km以外基本消失,岩体处于静水压力状态
Abstract:
According to the geological background of the Danjiangkou reservoir, the computation model was firstly developed considering the changes in depth of fracture zones and the mechanical properties of the rock. The initial crustal stress field of the reservoir area was derived, which suggests that:1)The critical stress depth of the reservoir area is roughly 1km;2)Above depth of 750m,the horizontal principal stresses in X axis direction are compressive and increases from 13MPa to 23MPa along the depth; and the principal tensile stress in Y axis direction reduces from 12MPa to 0along the depth. Below the depth of 750m,the three principal compressive stresses increase along the depth;3)Above the depth of 10km,the difference of the two horizontal principal stresses increases linearly along the depth. However, it reduces suddenly at the depth of about 10km and disappears below the depth of 20km,where the rock is under the hydrostatic stress state.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2011-07-06 修改稿日期:2012-03-25
基金项目:国家自然科学基金资助项目(50778138)
作者简介:谢向东(1975-),男,河南南阳人,讲师,博士,主要研究方向为工程结构抗震
更新日期/Last Update: 2015-09-01