| 不同温度条件下饱水风化花岗岩强度及变形特性分析 |
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| 引用本文： | 李金明,李国玉,彭万林,陈敦,周宇,刘存福. 不同温度条件下饱水风化花岗岩强度及变形特性分析[J]. 冰川冻土, 2020, 42(2): 523-531. DOI: 10.7522/j.issn.1000-0240.2020.0011 |
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| 作者姓名： | 李金明 李国玉 彭万林 陈敦 周宇 刘存福 |
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| 作者单位： | 1.中国科学院 西北生态环境资源研究院 冻土工程国家重点实验室，甘肃 兰州 730000;2.中国科学院大学，北京 100049;3.新疆维吾 尔自治区地质矿产勘查开发局 第三地质大队，新疆 库尔勒 841000;4.雅砻江流域水电开发有限公司，四川 成都 610051 |
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| 基金项目： | 国家自然科学基金项目(U1703244);国家重点研发计划项目(2016YFC0802103);中国科学院战略性先导科技专项(XDA20030201);中科院国际合作局对外合作重点项目(131B62KYSB20170012);冻土工程国家重点实验室自主研究项目(SKLFSE-ZY-16);国家电网公司科技项目(SGQHDKYOSBJS201600077) |
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| 摘 要： | 为研究温度和围压对风化花岗岩抗压强度、 剪切强度参数及变形特性的影响规律， 以新疆天山某一矿区的风化花岗岩为研究对象， 对不同温度（15、 -5、 -15 ℃）、 不同围压（0、 4、 7、 10 MPa）条件下的饱水风化花岗岩进行单轴和三轴压缩试验。结果表明： 相同温度条件下， 围压在0 ~ 10 MPa变化时， 风化花岗岩三轴抗压强度随围压线性增大。在相同围压下， 抗压强度随温度的降低而明显提高， 风化花岗岩的黏聚力c随温度降低而增大， 内摩擦角φ随温度的降低呈增长趋势。弹性模量随围压的增大不断提高， 但随着温度的降低， 增长幅度逐渐减小。泊松比也随温度降低和围压的增加呈增大趋势。温度和围压对风化花岗岩试样的破坏形态影响机制不同。温度降低使矿物颗粒及内部的微裂纹和间隙收缩， 进而胶结强度增大； 荷载和围压的增大会使岩石内部形成微裂隙并逐渐贯通， 同时孔隙冰破碎裂隙充分接触， 进一步增加摩擦力提高岩石强度。
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| 关 键 词： | 岩石力学 温度 风化花岗岩 强度 力学特性 |
| 收稿时间： | 2019-05-08 |
| 修稿时间： | 2019-10-28 |
The strength and deformation characteristics of saturated weathered granite under different temperature conditions |
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| Jinming LI,Guoyu LI,Wanlin PENG,Dun CHEN,Yu ZHOU,Cunfu LIU. The strength and deformation characteristics of saturated weathered granite under different temperature conditions[J]. Journal of Glaciology and Geocryology, 2020, 42(2): 523-531. DOI: 10.7522/j.issn.1000-0240.2020.0011 |
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| Authors: | Jinming LI Guoyu LI Wanlin PENG Dun CHEN Yu ZHOU Cunfu LIU |
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| Affiliation: | 1.State Key Laboratory of Frozen Soil Engineering，Northwest Institute of Eco-Environment and Resources，Chinese Academy of Sciences，Lanzhou 730000，China;2.University of Chinese Academy of Sciences，Beijing 100049，China;3.No. 3 Geological Team，Bureau of Geology and Mineral Resources of Xinjiang，Korla 841000，Xinjiang，China;4.Yalong River Hydropower Development Company，LTD，Chengdu 610051，China |
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| Abstract: | To investigate the influence of confining pressure and temperature on strength of rock， a series of uniaxial and triaxial compression tests were conducted on weathered granite at different temperatures （15， -5， -15 ℃） and confining pressures （0， 4， 7， 10 MPa）. Results show that： （1） When the confining pressures range from 0 to 10 MPa， the triaxial compressive strength of weathered granite increased linearly under the same temperature. Under the same confining pressure， the compressive strength of weathered granite increased obviously as the temperature decreases. Meanwhile， the cohesion increased with the temperature decreasing， the internal friction angle also increased with the temperature decreasing. （2） The modulus of elasticity increased with the increase of confining pressure. However， with the decrease of temperature， the increasing range decreases gradually. Poisson’s ratio increased with the decrease of temperature and the increase of confining pressure. （3） Temperature and confining pressure are important factors affecting failure modes of weathered granite samples. The shrinkage of microcracks and interstices in mineral particles leads to the increase of cementation strength when the temperature decreases. With the increase of confining pressure and loading， micro-cracks developed and penetrated gradually. At the same time， pore ice fractured cracks were fully contacted， the friction force was further increased and the rock strength was improved. |
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| Keywords: | rock mechanics temperature weathered granite strength mechanical properties |
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