温度–应力–渗流耦合条件下红砂岩渗流特性试验研究

doi:10.13722/j.cnki.jrme.2020.0229

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摘要为研究红砂岩在不同高温环境下的力学性质与渗流特性，基于Rock Top多场耦合试验仪，展开静水压力条件和三轴压缩条件下的渗流试验。研究结果表明：(1) 不同温度下，渗流上、下游的压差、流量及其渗透率增减变化规律与损伤演化趋势整体上具有一致性，渗流状态分为3个阶段。(2) 岩样在损伤应力之前，以压缩变形为主，流体反向溢出，渗流过程中断；进入非稳定破裂发展阶段初期，流量陡增，压力急剧降低，渗透率急增出现伪峰值，后又迅速降低，开始缓慢增长，在残余应力之前出现真峰值。(3) 不同温度阈值内，热应力对红砂岩的作用不同，其初始、峰值、峰后渗透率和强度随温度的升高呈先增大后减小，在某一温度阈值(100 ℃～150 ℃范围)内，岩石内部裂纹发育状态主要受围压作用控制。(4) 岩样在不同温度(100 ℃，50 ℃，25 ℃)、不同渗压梯度下的渗透率随围压的变化服从幂函数变化规律，瞬态法反映出渗透率随围压的变化趋势同稳态法一致。(5) 相同渗压梯度下，瞬态法渗透率(10－19 m2)比稳态法(10－21 m2)高出2个量级，反映的岩石渗透率随温度与围压变化的规律是一致的。同一围压下，温度越高，两种方法所测渗透率结果相差越大；相同温度下，岩样在不同渗压梯度下的稳态法渗透率属于同一量级。(6) 在高静水压力下，渗压梯度对渗透率影响并不明显，渗透率值趋于稳定，静水应力是影响渗透率的重要原因，温度和渗压梯度对渗透率的影响是有限的，2种方法均显示红砂岩属于典型低渗类岩石。

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	张培森1
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	李腾辉1
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	张雪1

关键词 ：岩石力学, 多场耦合, 高温, 渗透特性, 静水压力

Abstract：In order to study the mechanical properties and seepage characteristics of red sandstone under different high temperature environments，seepage tests under hydrostatic pressure conditions and triaxial compression conditions were carried out by using the Rock Top multi-field coupling tester. The results show that，at different temperatures，the pressure difference，the flow rate，and the increase and decrease rates of the seepage flow are consistent with the damage evolution trend，and that the seepage state consists of three stages. Before the damage stress，the rock sample is mainly compressive deformation，the fluid overflows reversely and the seepage process is interrupted. At the initial stage of the unsteady rupture development stage，the flow rate increases sharply while the pressure decreases sharply，accompanied by a first rapid increase，then rapid decrease and finally slow grow of the permeability with a pseudo-peak. The permeability presents a true peak before the residual stress. Within different temperature thresholds，the thermal stress has different effects on red sandstone. The initial，peak and post-peak permeabilities and the strength increase first and then decrease with increasing the temperature. At a certain temperature threshold(between 100 ℃ and 150 ℃)，the development of internal cracks in the rock is mainly controlled by the confining pressure. The permeability of rock samples at different temperatures(100 ℃，50 ℃ and 25 ℃) and different seepage pressure gradients changes with the confining pressure following a power function，and the change trends of the permeability with the pressure obtained by the transient state method and the steady state method are consistent with each other. Under the same seepage pressure gradient，the permeability by the transient state method(10－19 m2) is 2 orders of magnitude higher than that by the steady state method(10－21 m2)，reflecting the regularity of the rock permeability with the temperature and the confining pressure. At the same confining pressure，the higher the temperature，the greater the difference between the permeability values measured by the two methods，and at the same temperature，the steady-state permeability of the rock sample under different seepage pressure gradients is of the same magnitude. Under the high hydrostatic pressure，the influence of the permeability gradient on the permeability is not obvious. The hydrostatic stress is an important reason for the permeability，while The temperature and the seepage pressure gradient on the permeability is limited. Both methods show that red sandstone is a typical low-permeability rock.

Key words： rock mechanics multi-field coupling high temperature permeability hydrostatic pressure

引用本文:

张培森1，2，赵成业1，2，侯季群1，2，李腾辉1，2，张雪1. 温度–应力–渗流耦合条件下红砂岩渗流特性试验研究[J]. 岩石力学与工程学报, 2020, 39(10): 1957-1974.
ZHANG Peisen1，2，ZHAO Chengye1，2，HOU Jiqun1，2，LI Tenghui1，2，ZHANG Xue1. Experimental study on seepage characteristics of deep sandstone under temperature-stress-seepage coupling conditions. , 2020, 39(10): 1957-1974.

链接本文:

http://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2020.0229 或 http://rockmech.whrsm.ac.cn/CN/Y2020/V39/I10/1957

[11]	王伟，徐卫亚，郑志，等. 不同应力路径下花岗片麻岩渗透特性的试验研究[J]. 岩石力学与工程学报，2016，35(2)：260-267.(WANG Wei，XU Weiya，ZHENG Zhi，et al. Experimental study of permeability properties of granitic gneiss under different stress paths[J]. Chinese Journal of Rock Mechanics and Engineering，2016，35(2)：260-267.(in Chinese))
[21]	单仁亮，杨昊，郭志明，等. 负温饱水红砂岩三轴压缩强度特性试验研究[J]. 岩石力学与工程学报，2014，33(增2)：3 657-3 664. (SHAN Renliang，YANG Hao，GUO Zhiming，et al. Experimental study of strength characters of saturated red sandstone on negative temperature under triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(Supp.2)：3 657-3 664.(in Chinese))
[31]	王伟，徐卫亚，王如宾，等. 低渗透岩石三轴压缩过程中的渗透性研究[J]. 岩石力学与工程学报，2015，34(1)：40-47.(WANG Wei，XU Weiya，WANG Rubin，et al. Permeability of dense rock under triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(1)：40-47.(in Chinese))
[41]	GOKTAN R M N，GUNES Y. A new methodology for the analysis of the relationship between rock brittleness index and drag pick cutting efficiency[J]. Southern African Institute of Mining and Metallurgy，2005，105(10)：727-733.
[45]	EBERHARDT E，STEAD D，STIMPSON B，et al. Identifying crack initiation and propagation thresholds in brittle rock[J]. Canadian Geotechnical Journal，1998，35(2)：222-233.
[48]	胡少华，陈益峰，周创兵. 北山花岗岩渗透特性试验研究与细观力学分析[J]. 岩石力学与工程学报，2014，33(11)：2 200-2 209.(HU Shaohua，CHEN Yifeng，ZHOU Chuangbing. Laboratory test and micromechanical analysis of permeability variation in Beishan granite[J]. Chinese Journal of Rock Mechanics and Engineering，2014，33(11)：2 200-2 209.(in Chinese))
[50]	马建宏，韦四江，苏承东. 高温对弱黏结中砂岩物理力学性质的影响[J]. 采矿与安全工程学报，2017，34(1)：155-162.(MA Jianhong，WEI Sijiang，SU Chengdong. Effect of high temperature on the mechanical properties of the sandstone physical weak bond[J]. Journal of Mining and Safety Engineering，2017，34(1)：155-162.(in Chinese))
[51]	左建平，谢和平，周宏伟，等. 不同温度作用下砂岩热开裂的实验研究[J]. 地球物理学报，2007，50(4)：1 150-1 155.(ZUO Jianping，XIE Heping，ZHOU Hongwei，et al. Experimental research on thermal cracking of sandstone under different temperature[J]. Chinese Journal of Geophysics，2007，50(4)：1 150-1 155.(in Chinese))
[19]	孙强，张志镇，薛雷，等. 岩石高温相变与物理力学性质变化[J]. 岩石力学与工程学报，2013，32(5)：935-942.(SUN Qiang，ZHANG Zhizhen，XUE Lei，et al. Physico-mechanical properties variation of rock with phase transformation under high temperature[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(5)：935-942.(in Chinese))
[29]	YANG S Q，XU P，LI Y B，et al. Experimental investigation on triaxial mechanical and permeability behavior of sandstone after exposure to different high temperature treatments[J]. Geothermics，2017，69(5)：93-109.
[39]	BIENIAWSKI Z T. Mechanism of brittle fracture of rock[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1967，4(4)：395-430.
[49]	王伟，李雪浩，胡大伟，等. 脆性岩石三轴压缩渐裂过程中的渗透性演化规律研究[J]. 岩土力学，2016，37(10)：2 761-2 768. (WANG Wei，LI Xuehao，HU Dawei，et al. Permeability evolution of brittle rock in progressive failure process under triaxial compression[J]. Rock and Soil Mechanics，2016，37(10)：2 761-2 768.(in Chinese))
[53]	尹光志，李小双，赵洪宝. 高温后粗砂岩常规三轴压缩条件下力学特性试验研究[J]. 岩石力学与工程学报，2009，28(3)：598-604. (YIN Guangzhi，LI Xiaoshuang，ZHAO Hongbao. Experimental investigation on mechanical properties of coarse sandstone after high temperature under conventional triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(3)：598-604.(in Chinese))
[58]	张天军，尚宏波，李树刚，等. 三轴应力下不同粒径破碎砂岩渗透特性试验[J]. 岩土力学，2018，39(7)：2 361-2 370.(ZHANG Tianjun，SHANG Hongbo，LI Shugang，et al. Permeability tests of fractured sandstone with different sizes of fragments under three-dimensional stress states[J]. Rock and Soil Mechanics，2018，39(7)：2 361-2 370. (in Chinese))
[59]	王小江，荣冠，周创兵. 粗砂岩变形破坏过程中渗透性试验研究[J]. 岩石力学与工程学报，2012，31(增1)：2 940-2 947.(WANG Xiaojiang，RONG Guan，ZHOU Chuangbing. Permeability experimental study of gritstone in deformation and failure processes[J]. Chinese Journal of Rock Mechanics and Engineering，2012，31(Supp.1)： 2 940-2 947.(in Chinese))
[14]	冯夏庭，丁梧秀. 应力-水流-化学耦合下岩石破裂全过程的细观力学试验[J]. 岩石力学与工程学报，2005，24(9)：1 465-1 473. (FENG Xiating，DING Wuxiu. Meso-mechanical experiment of microfracturing process of rock under coupled mechanical- hydrological-chemical environment[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(09)：1 465-1 473.(in Chinese))
[24]	陈益峰，胡冉，周创兵，等. 热-水-力耦合作用下结晶岩渗透特性演化模型[J]. 岩石力学与工程学报，2013，32(11)：2 185-2 195. (CHEN Yifeng，HU Ran，ZHOU Chuangbing，et al. A permeability evolution model for crystalline rocks subjected to coupled thermo- hydro-mechanical loading[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(11)：2 185-2 195.(in Chinese))
[34]	BRACE W F，WALSH J B，FRANGOS W T. Permeability of granite under high pressure[J]. Journal of Geophysics Research，1968，73(2)：2 225-2 236.
[44]	EBERHARDT E，STEAD D，STIMPSON B. Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences，1999，36(3)：361-380.
[54]	侯迪，彭俊. 热损伤大理岩三轴力学特性及强度模型[J].岩石力学与工程学报，2019，38(增1)：2 603-2 613.(HOU Di，PENG Jun. Triaxial mechanical behavior and strength model for thermally-damaged marble[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(Supp.1)：2 603-2 613.(in Chinese))
[64]	TRIMMER D A. Design criteria for laboratory measurements of low permeability rocks[J]. Geophysical Research Letters，1981，8(9)：973-975.
[12]	赵阳，周宏伟，任伟光，等. 循环荷载下深部煤层工作面顶板砂岩的渗透率演化规律[J]. 煤炭学报，2019，44(5)：1 495-1 507. (ZHAO Yang，ZHOU Hongwei，REN Weiguang，et al. Permeability evolution of roof sandstone at deep coal seam working face under cyclic loading[J]. Journal of China Coal Society，2019，44(5)：1 495- 1 507.(in Chinese))
[22]	盛金昌，张肖肖，贾春兰，等. 温变条件下石灰岩裂隙渗透特性实验研究[J]. 岩石力学与工程学报，2017，36(8)：1 832-1 840. (SHENG Jinchang，ZHANG Xiaoxiao，JIA Chunlan，et al. Experiment study on permeability of limestone fracture under temperature variation[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(8)：1 832-1 840.(in Chinese))
[32]	王如宾，徐波，徐卫亚，等. 不同卸荷路径对砂岩渗透性演化影响的试验研究[J]. 岩石力学与工程学报，2019，38(3)：467-475. (WANG Rubin，XU Bo，XU Weiya，et al. Experimental research on influence of different unloading stress paths on permeability evolution for sandstone[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(3)：467-475.(in Chinese))
[52]	张渊，张贤，赵阳升. 砂岩的热破裂过程[J]. 地球物理学报，2005，48(3)：656-659.(ZHANG Yuan，ZHANG Xian，ZHAO Yangsheng. Process of sandstone thermal cracking[J]. Chinese Journal of Geophysics，2005，48(3)：656-659.(in Chinese))
[1]	谢和平，高峰，鞠杨，等. 深部开采的定量界定与分析[J]. 煤炭学报，2015，40(1)：1-10.(XIE Heping，GAO Feng，JU Yang，et al. Quantitative definition and investigation of deep mining[J]. Journal of China Coal Society，2015，40(1)：1-10.(in Chinese))
[2]	周创兵，陈益峰，姜清辉，等. 论岩体多场广义耦合及其工程应用[J]. 岩石力学与工程学报，2008，27(7)：1 329-1 340.(ZHOU Chuangbing，CHEN Yifeng，JIANG Qinghui，et a1. On generalized multi-field coupling for fractured rock masses and its applications to rock engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(7)：1 329-1 340.(in Chinese))
[4]	朱珍德，张爱军，徐卫亚. 脆性岩石全应力-应变过程渗流特性试验研究[J]. 岩土力学，2002，23(5)：555-559.(ZHU Zhende，ZHANG Aijun，XU Weiya. Experimental research on complete stress-strain process seepage characteristics of brittle rock[J]. Rock and Soil Mechanics，2002，23(5)：555-559.(in Chinese))
[5]	王伟，徐卫亚，王如宾，等. 低渗透岩石三轴压缩过程中的渗透性研究[J]. 岩石力学与工程学报，2015，34(1)：40-47.(WANG Wei，XU Weiya，WANG Rubin，et al. Permeability of dense rock under triaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(1)：40-47.(in Chinese))
[8]	王伟，李雪浩，胡大伟，等. 脆性岩石三轴压缩渐裂过程中的渗透性演化规律研究[J]. 岩土力学，2016，37(10)：2 761-2 768. (WANG Wei，LI Xuehao，HU Dawei，et al. Permeability evolution of brittle rock in progressive failure process under triaxial compression[J]. Rock and Soil Mechanics，2016，37(10)：2 761-2 768.(in Chinese))
[28]	ROSTOVANYI P M. Thermo-hydro-mechanical analysis of a Callovo-Oxfordian clay[J]. Thirty，2013，49(5-6)：133-142.
[55]	HERRMANN H J，HOVI J P，LUDING S. Physics of dry granular media[M]. Dordrecht：Kluwer Academic Publishers，Springer，1998：163-196.
[3]	何满潮，谢和平，彭苏萍，等. 深部开采岩体力学研究[J]. 岩石力学与工程学报，2005，24(16)：2 803-2 813.(HE Manchao，XIE Heping，PENG Suping，et a1. Study on rock mechanics in deep mining engineering[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(16)：2 803-2 813.(in Chinese))
[10]	孔茜，王环玲，徐卫亚. 循环加卸载作用下砂岩孔隙度与渗透率演化规律试验研究[J]. 岩土工程学报，2015，37(10)：1 893-1 900. (KONG Qian，WANG Huangling，XU Weiya. Experimental investigation on relationship between porosity and permeability of sandstone under cyclic loading condition[J]. Chinese Journal of Geotechnical Engineering，2015，37(10)：1 893-1 900.(in Chinese))
[13]	张振华，孙钱程，李德忠，等. 周期性渗透压作用下红砂岩渗透特性试验研究[J]. 岩土工程学报，2015，37(5)：937-943.(ZHANG Zhenhua， SUN Qiancheng，LI Dezhong，et al. Experimental study on permeability characteristics of red sandstone under cyclic seepage pressures[J]. Rock and Soil Mechanics，2015，37(5)：937-943.(in Chinese))
[15]	HUDSON J A，HARRISON J P. 工程岩石力学(上卷)[M]. 冯夏庭译. 北京：科学出版社，2009：81.(HUDSON J A，HARRISON J P. Engineering rock mechanics(vol.1)[M]. Translated by FENG Xiating. Beijing：Science Press，2009：81.(in Chinese))
[18]	TOROK A，HAJPAL M. Effect of temperature changes on the mineralogy and physical properties of sandstones-a laboratory study[J]. International Journal for Restoration of Buildings and Monuments，2005，11(4)：2-11.
[20]	陈宇龙. 多场耦合作用下砂岩渗透率演化规律[J]. 中南大学学报：自然科学版，2017，48(9)：2 449-2 457.(CHEN Yulong. Permeability evolution of sandstone under multi-field coupling[J]. Journal of Central South University：Science and Technology，2017，48(9)：2 449-2 457.(in Chinese))
[23]	周青春. 温度、孔隙水和应力作用下砂岩的力学特性研究[博士学位论文][D]. 武汉：中国科学院武汉岩土力学研究所，2006.(ZHOU Qingchun. Study on the mechanical property of a sandstone under geothermal-mechanical and hydraulic-mechanical coupling[Ph. D. Thesis][D]. Wuhan：Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，2006.(in Chinese))
[25]	ALAM A K M B，FUJII Y，FUKUDA D，et al. Fractured rock permeability as a function of temperature and confining pressure[J]. Pure and Applied Geophysics，2015，172：2 871-2 889.
[30]	中华人民共和国行业标准编写组. SL264－2001水利水电工程岩石试验规程[S]. 内蒙古：内蒙古大学出版社，2001.(The Professional Standard Compilation Group of People¢s Republic of China. SL264—2001 Specifications for rock tests in water conservancy and hydroelectric engineering[S]. Beijing：China Water Power Press，2001.(in Chinese))
[33]	张兆顺，崔桂香. 流体力学[M]. 3版. 北京：清华大学出版社，2015：8.(ZHANG Zhaoshun，CUI Guixiang. Fluid mechanics[M]. 3rd ed. Beijing：Tsinghua University Press，2015：8.(in Chinese))
[35]	WALDER J，NUR A. Permeability measurement by the pulse-decay method：Effects of poroelastic phenomena and non-linear pore pressure diffusion[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1986，23：225-232.
[38]	沈维道，童钧耕. 工程热力学[M]. 4版. 北京：高等教育出版社，2007：251.(SHEN Weidao，TONG Jungeng. Engineering thermodynamics[M]. 4th ed. Beijing：Higher Education Press，2007：251.(in Chinese))
[40]	CAI M，KAISER P K，TASAKA Y，et al. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations[J]. International Journal of Rock Mechanics and Mining Sciences，2004，41(5)：833-847.
[43]	MARTIN C D. The strength of massive Lac du bonnet granite around underground openings[Ph. D. Thesis][D]. Manitoba，Canada：University of Manitoba，1993.
[6]	刘先珊，王科，许明. 低渗储层砂岩渗流-应力-损伤渐裂过程的渗透特性演化研究[J]. 岩土工程学报，2018，40(9)：1 584-1 592. (LIU Xianshan，WANG Ke，XU Ming. Permeability evolution of low-permeability reservoir sandstone considering hydraulic-mechanical- damage coupling effect during gradual fracturing process[J]. Chinese Journal of Geotechnical Engineering，2018，40(9)：1 584-1 592.(in Chinese))
[9]	WANG J A，PARK H D. Fluid permeability of sedimentary rocks in a complete stress-strain process[J]. Engineering Geology，2002，63(3－4)：291-300.
[16]	CHAKI S，TAKARLI M，AGBODJAN W P. Influence of thermal damage on physical properties of a granite rock：porosity，permeability and ultrasonic wave evolutions[J]. Construction and Building Materials，2008，22(7)：1 456-1 461.
[26]	KO?UŠNÍKOV A，KONE?NÝ P. Influence of temperature on the permeability of rocks[J]. Géotechnique，2011，61(12)：1 081-1 085.
[36]	王旭升，陈占清. 岩石渗透试验瞬态法的水动力学分析[J]. 岩石力学与工程学报，2006，25(增1)：3 088-3 103.(WANG Xusheng，CHEN Zhanqing. Hydrodynamic analysis of transient method in rock seepage tests[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(Supp.1)：3 088-3 103.(in Chinese))
[46]	周辉，孟凡震，卢景景，等. 硬岩裂纹起裂强度和损伤强度取值方法探讨[J]. 岩土力学，2014，35(4)：913-918.(ZHOU Hui，MENG Fanzhen，LU Jingjing，et al. Discussion on methods for calculating crack initiation strength and crack damage strength for hard rock[J]. Rock and Soil Mechanics，2014，35(4)：913-918.(in Chinese))
[56]	徐礼华，谢妮. 岩石剪切裂隙渗流特性试验与理论研究[J]. 岩石力学与工程学报，2009，28(11)：2 249-2 257.(XU Lihua，XIE Ni. Test and theoretical research on permeability characteristics of shear fracture in rock mass[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(11)：2 249-2 257.(in Chinese))
[61]	HSIEH P A，TRACY J V，NEUZIL C E，et al. A transient laboratory method for determining the hydraulic properties of“tight”rocks-I：theory[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1981，18(3)：245-252.
[63]	LIN W. Parametric analyses of the transient method of measuring permeability[J]. Journal of Geophysical Research，1982，87(2)：1 055-1 066.
[65]	刘伟，李银平，杨春和，等. 深部泥岩渗透率测试方法及数据适用性分析[J]. 岩土力学，2014，35(增1)：85-90.(LIU Wei，LI Yinping，ANG Chunhe，et al. Methods for testing permeability of deep mudstone and analysis of data reliability of each method[J]. Rock and Soil Mechanics，2014，35(Supp.1)：85-90.(in Chinese))
[66]	韩国锋，王恩志，刘晓丽. 岩石峰后非达西流问题的探讨[J]. 岩土工程学报，2011，33(11)：1 792-1 796.(HAN Guofeng，WANG Enzhi，LIU Xiaoli. Discussion on non-Darcy flow in post-peak rock[J]. Chinese Journal of Geotechnical Engineering，2011，33(11)：1 792- 1 796.(in Chinese))
[7]	赵延林，唐劲舟，王卫军，等. 常规三轴压缩条件下茅口灰岩流固耦合破坏行为研究[J]. 采矿与安全工程学报，2018，35(1)：205-212.(ZHAO Yanlin，TANG Jinzhou，WANG Weijun，et al. Study on failure behavior of fluid-solid coupling under conventional triaxial compression for Maokou limestone[J]. Journal of Mining and Safety Engineering，2018，35(1)：205-212.(in Chinese))
[17]	张志镇，高峰，徐小丽. 花岗岩力学特性的温度效应试验研究[J]. 岩土力学，2011，32(8)：2 346-2 352.(ZHANG Zhizhen，GAO Feng，XU Xiaoli. Experimental study of temperature effect of mechanical properties of granite[J]. Rock and Soil Mechanics，2011，32(8)： 2 346-2 352.(in Chinese))
[27]	KEMENY J，ZOMENI Z. A comparison of eight methods for measuring grain and boundary cracking in heated quartzite samples[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1998，35(4)：506-507.
[37]	李小春，王颖，魏宁. 变容压力脉冲渗透系数测量方法研究[J].岩石力学与工程学报，2008，27(12)：2 482-2 487.(LI Xiaochun，WANG Ying，WEI Ning. Research on measuring method of permeability by using storage-variable transient pulse method[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(12)：2 482-2 487.(in Chinese))
[47]	朱俊，邓建辉，黄弈茗，等. 饱和大理岩特征强度试验研究[J].岩石力学与工程学报，2019，38(6)：1 129-1 138.(ZHU Jun，DENG Jianhui，HUANG Yiming，et al. Experimental study on the characteristic strength of saturated marble[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(6)：1 129-1 138.(in Chinese))
[57]	彭苏萍，孟召平，王虎，等. 不同围压下砂岩孔渗规律试验研究[J]. 岩石力学与工程学报，2003，22(5)：742-746.(PENG Suping，MENG Zhaoping，WANG Hu，et al. Testing study on pore ratio and permeability of sandstone under different confining pressures[J]. Chinese Journal of Rock Mechanics and Engineering，2003，22(5)：742-746.(in Chinese))
[67]	李小春，高桥学，吴智深，等. 瞬态压力脉冲法及其在岩石三轴试验中的应用[J]. 岩石力学与工程学报，2001，20(增1)：1 725-1 733. (LI Xiaochun，Takahashi，WU Zhishen，et al. Transient pressure pulse method and its application in triaxial test of rock[J]. Chinese Journal of Rock Mechanics and Engineering，2001，20(Supp.1)：1 725-1 733. (in Chinese))
[42]	MARTIN C D，CHANDLER N A. The progressive fracture of Lac du Bonnet granite[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1994，31(6)：643-659.
[62]	NEUZIL C E，COOLEY C，SILLIMAN S E，et al. A transient laboratory method for determining the hydraulic properties of“tight”rocks—II：application[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts，1981，18(3)：253-258.
[60]	贺玉龙，杨立中. 围压升降过程中岩体渗透率变化特性的试验研究[J]. 岩石力学与工程学报，2004，23(3)：415-419.(HE Yulong，YANG Lizhong. Testing study on variational characteristics of rockmass permeability under loading-unloading of confining pressure[J]. Chinese Journal of Rock Mechanics and Engineering，2004，23(3)：415-419.(in Chinese))