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Elasto-plastic dynamic stability of surrounding rock during excavation of underground cavern

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成果类型:
期刊论文
作者:
曾新发;彭振斌;何杰;李运成;彭凯
通讯作者:
Zeng, X.(327338641@qq.com)
作者机构:
[Zeng, Xinfa; 彭振斌; 李运成] School of Geoscience and Info-Physics, Central South University, Changsha 410083, China
[彭凯] Hydrochina Zhongnan Engineering Corporation Limited, Changsha 410014, China
[何杰] School of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, China
[Zeng, Xinfa] School of Urban Management, Hunan City University, Yiyang 413002, China
通讯机构:
School of Geoscience and Info-Physics, Central South University, China
语种:
中文
关键词:
屈服准则;围岩稳定性;调压井;地下洞室开挖;安全系数;二次衬砌
关键词(英文):
Lining for second time;Safety factor;Surge shaft;Surrounding rock stability;Underground cavern excavation;Yield criterion
期刊:
中南大学学报(自然科学版)
ISSN:
1672-7207
年:
2014
卷:
45
期:
4
页码:
1293-1301
基金类别:
国家自然科学基金资助项目(51108176);
机构署名:
本校为其他机构
院系归属:
建筑与城市规划学院
管理学院
理学院
摘要:
推导Drucker-Prager屈服准则强度储备安全系数的表达式。以糯扎渡水电站调压井大型地下洞室群施工为例,通过典型断面关键点位移、小主应力及安全系数随开挖步的变化,分析开挖对大型地下洞室群围岩稳定造成的影响。研究结果表明:强度储备安全系数随着主应力差的增大而减小。在开挖过程中,围岩整体稳定性较好,但是围岩位移、小主应力随开挖步的不断递进而持续增大,关键点安全系数持续减小,最大位移与最大拉应力均位于调压井下部,分别为10.57 mm及1.10 MPa,局部关键点最小安全系数不满足规范要求,所以洞室开挖后需及时支护。当二次衬砌高程大于关键点所处高程时,该点安全系数明显增大,...
摘要(英文):
The expression of strength margin safety factor of Drucker-Prager yield criterion was deduced. Taking construction of surge shaft large-scale underground cavern group of Nuozhadu hydropower station for example, the influence from excavation of surge shaft large-scale underground cavern group on the stability of surrounding rock was studied through the displacement, minor principal stress, and safety factor of key point during the process of excavation. The results show that the strength margin safety factor decreases with the increase of the difference of principal stresses. The stability of s...

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