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高温后闪长岩部分物理性质实验研究

秦严, 田红, 徐能雄, 张尧, 韩健

秦严, 田红, 徐能雄, 张尧, 韩健. 高温后闪长岩部分物理性质实验研究[J]. 岩土工程学报, 2015, 37(7): 1226-1231. DOI: 10.11779/CJGE201507008
引用本文: 秦严, 田红, 徐能雄, 张尧, 韩健. 高温后闪长岩部分物理性质实验研究[J]. 岩土工程学报, 2015, 37(7): 1226-1231. DOI: 10.11779/CJGE201507008
QIN Yan, TIAN Hong, XU Neng-xiong, ZHANG Yao, HAN Jian. Experimental study on partial physical properties of post-high-temperature diorite[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1226-1231. DOI: 10.11779/CJGE201507008
Citation: QIN Yan, TIAN Hong, XU Neng-xiong, ZHANG Yao, HAN Jian. Experimental study on partial physical properties of post-high-temperature diorite[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(7): 1226-1231. DOI: 10.11779/CJGE201507008

高温后闪长岩部分物理性质实验研究  English Version

基金项目: 国家自然科学基金项目(40872183)
详细信息
    作者简介:

    秦 严(1992- ),男,硕士研究生,主要从事岩石力学及数值模拟研究方面的工作。E-mail: yanqincugb@hotmail.com。

    通讯作者:

    田红

Experimental study on partial physical properties of post-high-temperature diorite

  • 摘要: 地热开发及高放核废料深层地下处置等高温岩石工程均涉及高温环境下的岩石尤其是岩浆岩的物理力学性质问题。以闪长岩为研究对象,通过测量岩样热处理前后的物理指标,得出了温度对闪长岩物性的影响关系。研究表明:①600℃为温度对闪长岩物性影响的阈值;②800℃时岩石结构开始破坏,1000℃时结构构造完全被破坏;③高温对闪长岩结构构造的破坏主要表现在大部分矿物热破裂、石英边界变得模糊、长石发生蚀变;④密度与纵波波速均随温度增加而降低。
    Abstract: The findings of the relationship between different high temperatures and the related physical properties are in general needed to be classified in the development of high-temperature geothermal resources and the disposal of nuclear waste especially on magmatic rock. The experimental tests on diorite specimens are carried out by measuring the physical properties before and after the high-temperature treatment, then how the temperature affects the physical properties of diorite is analyzed. The observed results indicate that: (1) The temperature threshold value of the impact of diorite physical properties is 600℃; (2) The rock structures begin to be destroyed at 800℃, and are completely destroyed at 1000℃; (3) The high temperature damage to the diorite structure is mainly represented by the following three behaviors: thermal rupture of most of the mineral, blurred quartz boundaries, and feldspar alteration; (4) The density and vertical waves decrease with the increasing temperature.
  • [1] 万志军, 赵阳升, 董付科, 等. 高温及三轴应力下花岗岩体力学特性的实验研究[J]. 岩石力学与工程学报, 2008, 27(1): 72-77. (WAN Zhi-jun, ZHAO Yang-sheng, DONG Fu-ke, et al. Experimental study on mechanical characteristics of granite under high temperatures and triaxial stresses[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(1): 72-77. (in Chinese))
    [2] 蔡永庆, 刘亚晨. 核废料地质贮存岩体裂隙结构面几何特性参数分析[J]. 地质灾害与环境保护, 2001, 12(1): 33-47. (CAI Yong-qing, LIU Ya-chen. Geometry parameter analysis of the fracture interconnectivity of rock mass surrounding nuclear waste repositories[J]. Journal of Geological Hazards and Environment Preservation, 2001, 12(1): 33-47. (in Chinese))
    [3] 于炳松, 赵志丹, 苏尚国. 岩石学[M]. 北京: 地质出版社, 2012. (YU Bing-song, ZHAO Zhi-dan, SU Shang-guo. Petrology[M]. Beijing: Geological Publishing House, 2012. (in Chinese))
    [4] HEUZE F E. High-temperature mechanical, physical and thermal properties of granitic rocks: a review[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechics Abstract, 1983, 20(1): 3-10.
    [5] 杜守继, 刘 华, 职洪涛, 等. 高温后花岗岩力学性能的试验研究[J]. 岩石力学与工程学报, 2004, 23(14): 2359-2364. (DU Shou-ji, LIU Hua, ZHI Hong-tao, et al. Testing study on mechanical properties of post-high-temperature granite[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(14): 2359-2364. (in Chinese))
    [6] 杜守继, 马 明, 陈浩华, 等. 花岗岩经历不同高温后纵波波速分析[J]. 岩石力学与工程学报, 2003, 22(11): 1803-1806. (DU Shou-ji, MA Ming, CHEN Hao-hua, et al. Testing study on longitudinal wave characteristics of granite after high temperature[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(11): 1803-1806. (in Chinese))
    [7] 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): 2346-2352. (ZHANG Zhi-zhen, GAO Feng, XU Xiao-li. Experimental study of temperature effect mechanical properties of granite[J]. Rock and Soil Mechanics, 2011, 32(8): 2346-2352. (in Chinese))
    [8] 陈有亮, 邵 伟, 周有成. 高温作用后花岗岩力学性能试验研究[J]. 力学季刊, 2011, 32(3): 397-402. (CHEN You-liang, SHAO Wei, ZHOU You-cheng. Experimental study on mechanical properties of granite after high temperature[J]. Chinese Quarterly of Mechanics, 2011, 32(3): 397-402. (in Chinese))
    [9] 支乐鹏, 许金余, 刘军忠, 等. 花岗岩高温后的超声特性及力学性能研究[J]. 地下空间与工程学报, 2012, 8(4): 716-721. (ZHI Le-peng, XU Jin-yu, LIU Jun-zhong, et al. Research on ultrasonic characteristics and mechanical properties of granite under post-high temperature[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(4): 716-721. (in Chinese))
    [10] 北野晃一, 新孝一, 木下直人, 等. 高温下岩石の力学特性熱特性ぉょび透水特性に関すゐ文献調查[J]. 応用地質, 1988, 29(3): 36-47. (KITANO A, NEW Filial P, KINOSHITA N, et al. Comprehensive review on the thermal properties and the permeability of rock mechanic under high temperature[J]. Application Geology, 1988, 29(3): 36-47. (in Japanese))
    [11] 王靖涛, 赵爱国, 黄明昌, 等. 花岗岩断裂韧度的高温效应[J]. 岩土工程学报, 1989, 11(6): 113-119. (WANG Jing-tao, ZHAO Ai-guo, HUANG Ming-chang, et al. Effect of high temperature on the fracture toughness of granite[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(6): 113-119. (in Chinese))
    [12] 徐小丽, 高 峰, 高亚楠, 等. 高温后花岗岩力学性质变化及结构效应研究[J]. 中国矿业大学学报, 2008, 37(3): 402-406 .(XU Xiao-li, GAO Feng, GAO Ya-nan, et al. Effect of high temperatures on the mechanical characteristics and crystal structure of granite[J]. Journal of China University of Mining & Technology, 2008, 37(3): 402-406. (in Chinese))
    [13] 徐小丽, 高 峰, 张志镇, 等. 高温作用对花岗岩强度及变形特性的影响[J]. 广西大学学报(自然科学版), 2013, 38(4): 912-917. (XU Xiao-li, GAO Feng, ZHANG Zhi-zhen, et al. Influence of high temperature on strength and deformation of granite[J]. Journal of Guangxi University (Natural Science Edition), 2013, 38(4): 912-917. (in Chinese))
    [14] 赵阳升, 孟巧荣, 康天合, 等. 显微CT实验技术与花岗岩热破裂特征的细观研究[J]. 岩石力学与工程学报, 2008, 27(1): 28-34. (ZHAO Yang-sheng, MENG Qiao-rong, KANG Tian-he, et al. Micro-CT experimental technology and meso-investigation on thermal fracturing characteristics of granite[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(1): 28-34. (in Chinese))
    [15] 徐小丽, 高 峰, 张志镇, 等. 高温作用下花岗岩的脆延性转化温度点[J]. 水利水电科技进展, 2014, 34(1): 43-48. (XU Xiao-li, GAO Feng, ZHANG Zhi-zhen, et al. Temperature of brittle-ductile transition of granite under high temperature[J]. Advances in Science and Technology of Water Resources, 2014, 34(1): 43-48. (in Chinese))
    [16] 张曾荣, 何绍勋, 奚小双, 等. 望湘花岗岩高温高压流变实验[J]. 中南工业大学学报(自然科学版), 1999, 30(3): 221-224. (ZHANG Zeng-rong, HE Shao-xun, XI Xiao-shuang, et al. Experimental deformation of Wangxiang granite at high temperature and pressure[J]. Journal of Central South University (Science and Technology), 1999, 30(3): 221-224. (in Chinese))
    [17] 张 宁, 赵阳升, 万志军, 等. 高温三维应力下花岗岩三维蠕变的模型研究[J]. 岩石力学与工程学报, 2009, 28(5): 875-881. (ZHANG Ning, ZHAO Yang-sheng, WAN Zhi-jun, et al. Model study of three-dimensional granite creep properties under high temperature[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(5): 875-881. (in Chinese))
    [18] 张 宁, 赵阳升, 万志军, 等. 高温作用下花岗岩三轴蠕变特征的实验研究[J]. 岩土工程学报, 2009, 31(8): 1309-1313. (ZHANG Ning, ZHAO Yang-sheng, WAN Zhi-jun, et al. Experimental study on triaxial creep properties of granite under high temperature[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1309-1313. (in Chinese))
    [19] 张 宁, 赵阳升, 万志军, 等. 高温三维应力下鲁灰花岗岩蠕变本构关系的研究[J]. 岩土工程学报, 2009, 31(11): 1757-1762. (ZHANG Ning, ZHAO Yang-sheng, WAN Zhi-jun, et al. Creep constitutive relationship of lu gray granite under high temperature and three-dimensional stress[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1757-1762. (in Chinese))
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出版历程
  • 收稿日期:  2014-10-12
  • 发布日期:  2015-07-19

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