考虑温度应力影响的立井井壁强度设计方法

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Abstract Lots of fractured shaft walls are analyzed by the code method，it is indicated that the results by code method are not consistent with the realities mostly. The temperature difference can cause the changes of strain and stress of shaft wall，while the temperature stress has not been considered in the code method，which may be the key reason leading the inaccurate result of code method. So，it is necessary to modify the code method and consider the influence of temperature stress. Based on the elastic theory，the calculation formula for design strength of shaft wall considering the influence of temperature stress is proposed. The mathematic characteristics of the formula is analyzed；and its uncertainty and modified idea are investigated. Considering the complexity of shaft wall design，in order to improve the scientificalness，rationality and validity of the code method，it is advised that further research and discussion should be brought out.

Key words： mining engineering shaft wall strength design temperature stress failure

Received: 28 January 2011

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https://rockmech.whrsm.ac.cn/EN/Y2011/V30/I8/1557

[1] 崔广心，杨维好，吕恒林. 深厚表土层中的冻结壁和井壁[M]. 徐州：中国矿业大学出版社，1998：10–30.(CUI Guangxin，YANG Weihao，LU Henglin. Frozen wall and shaft lining in thick alluvium[M]. Xuzhou：China University of Mining and Technology Press，1998：10–30.(in Chinese)) [2] 杨华，江向阳. 立井井壁破坏机制的力学模型与分析[J]. 济南大学学报：自然科学版，2003，17(4)：383–385.(YANG Hua，JIANG Xiangyang. Mechanical model and analysis of shaft wall fracture mechanism[J]. Journal of Jinan University：Science and Technology，2003，17(4)：383–385.(in Chinese)) [3] 毕思文. 徐淮地区煤矿竖井变形破坏机制及防治对策的研究[J]. 建井技术，1996，(3)：26–29.(BI Siwen. Study on mechanism of deformation failure and control method of shaft wall in mine of Xu-Huai area[J]. Well Construction Technology，1996，(3)：26–29.(in Chinese)) [4] 梁恒昌，周国庆，刘志强. 地层沉降和井壁附加应变实测耦合分析[J]. 岩土工程学报，2010，32(6)：924–929.(LIANG Hengchang，ZHOU Guoqing，LIU Zhiqiang. In-situ tests on ground surface settlement and additional strain of shaft linings[J]. Chinese Journal of Geotechnical Engineering，2010，32(6)：924–929.(in Chinese)) [5] 梁恒昌，周国庆，赵光思，等. 井壁破裂过程的应变实测特征分析[J]. 煤炭学报，2010，35(2)：198–202.(LIANG Hengchang，ZHOU Guoqing，ZHAO Guangsi，et al. Strain characters of shaft lining crack[J]. Journal of China Coal Society，2010，35(2)：198–202.(in Chinese)) [6] 张黎明，杨建华，张广学，等. 深厚表土层井筒破坏预防性治理技术[J]. 煤炭科学技术，2008，36(4)：16–19.(ZHANG Liming，YANG Jianhua，ZHANG Guangxue，et al. Preventive control technology for mine shaft damage in deep overburden[J]. Coal Science and Technology，2008，36(4)：16–19.(in Chinese)) [7] 中华人民共和国国家标准编写组. GB/50384—2007煤矿立井井筒及硐室设计规范[S]. 北京：中国计划出版社，2007.(The National Standards Complication Group of People?s Republic of China. GB/50384—2007 Code for design of coal mine shaft and chamber[S]. Beijing：China Planning Press，2007.(in Chinese)) [8] 崔广心. 深厚表土中竖井井壁的外载[J]. 岩土工程学报，2003，25(3)：294–298.(CUI Guangxin. Loading of shaft lining for deep alluviam[J]. Chinese Journal of Geotechnical Engineering，2003，25(3)：294–298.(in Chinese)) [9] 经来旺. 表土沉降对井壁强度的影响[J]. 东北煤炭技术，2000，(2)：29–33.(JING Laiwang. Effect of surface soil settlement on strength of shaft wall[J]. Coal Technology of Northeast China，2000，(2)：29–33.(in Chinese)) [10] 黄家会，杨维好，李峰，等. 立井井壁温度变化规律实测研究[J]. 辽宁工程技术大学学报，2007，26(3)：360–362.(HUANG Jiahui，YANG Weihao，LI Feng，et al. Field measurement research on temperature changing law of vertical shaft lining[J]. Journal of Liaoning Technical University，2007，26(3)：360–362.(in Chinese)) [11] 梁恒昌，周国庆，刘志强，等. 立井井壁附加应变长期实测研究[J]. 中国矿业大学学报，2009，38(6)：794–799.(LIANG Hengchang，ZHOU Guoqing，LIU Zhiqiang，et al. An in-situ long period observation of additional strain in shaft linings[J]. Journal of China University of Mining and Technology，2009，38(6)：794–799.(in Chinese)) [12] 经来旺，刘飞，高全臣，等. 表土沉降阶段煤矿立井井壁破裂应力分析[J]. 岩石力学与工程学报，2004，23(19)：3 274–3 280.(JING Laiwang，LIU Fei，GAO Quanchen，et al. Rupture stress of shaft wall in mine due to ground subsidence[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(19)：3 274–3 280.(in Chinese)) [13] 杨平. 立井井壁负摩擦力的反演统计分析[J]. 东北煤炭技术，1997，(3)：22–26.(YANG Ping. Reversion statistical analysis method for shaft wall negative friction force[J]. Coal Technology of Northeast China，1997，(3)：22–26.(in Chinese)) [14] 吴怀俊. 立井井壁破坏应力研究[J]. 中国安全科学学报，2003，13(7)：21–24.(WU Huaijun. Study on failure stress of shaft wall[J]. China Safety Science Journal，2003，13(7)：21–24.(in Chinese)) [15] 徐秉业，刘信声. 应用弹性力学[M]. 北京：清华大学出版社，1995：382–392.(XU Bingye，LIU Xinsheng. Applied elasticity mechanics[M]. Beijing：Tsinghua University Press，1995：382–392.(in Chinese)) [16] 中华人民共和国国家标准编写组. GB/50010—2002混凝土结构设计规范[S]. 北京：中国计划出版社，2002.(The National Standards Complication Group of People?s Republic of China. GB/50010—2002 Code for design of concrete structures[S]. Beijing：China Planning Press，2002.(in Chinese)) [17] 崔广心. 论深厚表土层中确定地下结构物外载的基础理论——深土力学[J]. 煤炭学报，1999，24(2)：123–126.(CUI Guangxin. The basic theory for analyzing loads on underground structure in deep alluvium：mechanics of deep soil[J]. Journal of China coal Society，1999，24(2)：123–126.(in Chinese)) [18] 赵晓东，周国庆，王博. 深部重塑土高压应力路径试验研究[J]. 中国矿业大学学报，2009，38(4)：471–475.(ZHAO Xiaodong，ZHOU Guoqing，WANG Bo. Study of the stress paths tests for the deep reconstituted soils at high pressure[J]. Journal of China University of Mining and Technology，2009，38(4)：471–475.(in Chinese)) [19] 王渭明，蒋斌松. 立井地压测试研究[J]. 岩土工程学报，1995，17(3)：60–65.(WANG Weiming，JIANG Binsong. Measurement of ground pressure in vertical shaft[J]. Chinese Journal of Geotechnical Engineering，1995，17(3)：60–65.(in Chinese))