Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 38 Issue 10
Turn off MathJax
Article Contents
Abstract
References
Related Articles
SHEN Yan-jun, YANG Geng-she, RONG Teng-long, LIU Hui, LÜ Wu-yang. Proposed scheme for freeze-thaw cycle tests on rock[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(10): 1775-1782. DOI: 10.11779/CJGE201610005
Citation: SHEN Yan-jun, YANG Geng-she, RONG Teng-long, LIU Hui, LÜ Wu-yang. Proposed scheme for freeze-thaw cycle tests on rock[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(10): 1775-1782. DOI: 10.11779/CJGE201610005
shu

Proposed scheme for freeze-thaw cycle tests on rock

  • 1. School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi'an 710054, China;
    2. School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing 100083, China;
    3. Faculty of Engineering, China University of Geosciences, Wuhan 430074, China

More Information
  • Received Date: September 24, 2015
  • Published Date: October 24, 2016
    Graphical Abstract
    • Abstract
  • The freeze-thaw cycle test on rock is a fundamental test in low-temperature rock mechanics field,which mainly involves three indexes: freeze-thaw cycle temperature, time period of the cycle and cycle number. At present, there isn’t a clear reference about the selection of these indexes from the worldwide experimental procedures or scholars, which brings any huge obstacle to the enactment of the scheme for freeze-thaw cycle tests on rock. The methods to confirm the indexes of this kind of experiment are determined, and a test scheme for freeze-thaw cycle of rock is proposed. Firstly, a comprehensive review of the worldwide freeze-thaw cycle test schemes is summarized and the problems to enact this test scheme are pointed out, and the ideas about the proposed test scheme is clarified. Then, by designing the indoor rock freeze-thaw cycle tests, the influence of these three indexes on the physical and mechanical parameters of rock is discussed. According to the results, the proposed test method with different lithologies and porosities is clearly defined. This study will provide a reference for the selection of freeze-thaw cycle indexes and standard freeze-thaw test methods.
    • FullText(HTML)
    • References (30)
  • [1]
    杨更社, 蒲毅彬. 冻融循环条件下岩石损伤扩展研究初探[J]. 煤炭学报, 2002, 27(4): 357-360. (YANG Geng-she, PU Yi-bin. Initial discussion on the damage propagation of rock under the frost and thaw condition[J]. Journal of China Coal Society, 2002, 27(4): 357-360. (in Chinese))
    [2]
    刘成禹, 何满潮, 王树仁, 等. 花岗岩低温冻融损伤特性的实验研究[J]. 湖南科技大学学报(自然科学版), 2005, 20(1): 37-40. (LIU Cheng-yu, HE Man-chao, WANG Shu-ren, et al. Experimental investigation freeze-thawing damage characteristics of granite at low temperature[J]. Journal of Hunan University of Science & Technology (Natural Science Edition), 2005, 20(1): 37-40. (in Chinese))
    [3]
    徐光苗, 刘泉声. 岩石冻融破坏机理分析及冻融力学试验研究[J]. 岩石力学与工程学报, 2005, 24(17): 3076-3082. (XU Guang-miao, LIU Quan-sheng. Analysis of mechanism of rock failure due to freeze-thaw cycling and mechanical testing study on frozen-thawed rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17): 3076-3082. (in Chinese))
    [4]
    刘 华, 牛富俊, 徐志英, 等. 循环冻融条件下安山岩和花岗岩的物理力学特性试验研究[J]. 冰川冻土, 2011, 33(3): 557-563. (LIU Hua, NIU Fu-jun, XU Zhi-ying, et al. Acoustic experimental study of two types of rock from the Tibetan Plateau under the condition of freeze-thaw cycles[J]. Journal of Glaciology and Geocryology, 2011, 33(3): 557-563. (in Chinese))
    [5]
    蒋立浩, 陈有亮, 刘明亮. 高低温冻融循环条件下花岗岩力学性能试验研究[J]. 岩土力学, 2011, 32(增刊2): 319-323. (JIANG Li-hao, CHEN You-liang, LIU Ming-liang. Experimental study of mechanical properties of granite under high/low temperature freeze-thaw cycles[J]. Rock and Soil Mechanics, 2011, 32(S2): 319-323. (in Chinese))
    [6]
    周科平, 许玉娟, 李杰林, 等. 冻融循环对风化花岗岩物理特性影响的实验研究[J]. 煤炭学报, 2012, 37(增刊1): 70-74. (ZHOU Ke-ping, XU Yu-juan, LI Jie-lin, et al. Experimental study of freezing and thawing cycle influence on physical characteristics of weathered granite[J]. Journal of China Coal Society, 2012, 37(S1): 70-74. (in Chinese))
    [7]
    苏 伟. 冻融循环对岩石物理力学性质及边坡稳定性影响的研究[D]. 长沙: 长沙矿山研究院, 2012. (SU Wei. Study on physical and mechanical properties of rocks and slope stability under freeze -thaw cycle[D]. Changsha: Changsha Institute of Mining Research, 2012. (in Chinese))
    [8]
    母剑桥, 裴向军, 黄 勇, 等. 冻融岩体力学特性实验研究[J]. 工程地质学报, 2013, 21(1): 103-108. (MU Jian-qiao, PEI Xiang-jun, HUANG Yong, et al. Experimental research on mechanical characteristics of rock with cycles of freeing-thawing action[J]. Journal of Engineering Geology, 2013, 21(1): 103-108. (in Chinese))
    [9]
    张慧梅, 杨更社. 水分及冻融循环对红砂岩物理力学特性的影响[J]. 实验力学, 2013, 28(5): 635-641. (ZHANG Hui-mei, YANG Geng-she. On the influence of moisture and freeze-thaw cycle on physical and mechanical properties of red sandstone[J]. Journal of Experimental Mechanics, 2013, 28(5): 635-641. (in Chinese))
    [10]
    张慧梅, 杨更社. 水分及冻融效应对页岩力学特性影响的试验研究[J]. 武汉理工大学学报, 2014, 36(2): 95-99. (ZHANG Hui-mei, YANG Geng-she. Experimental studies on moisture and freeze-thaw effect of mechanical properties of shale[J]. Journal of Wuhan University of Technology, 2014, 36(2): 95-99. (in Chinese))
    [11]
    路亚妮, 李新平, 肖家双. 单裂隙岩体冻融力学特性试验分析[J]. 地下空间与工程学报, 2014, 10(3): 593-598, 649. (LU Ya-ni, LI Xin-ping, XIAO Jia-shuang. Experimental analysis on mechanical characteristic of single cracked rock mass under freeze-thaw condition[J]. Chinese Journal of Underground Space and Engineering, 2014, 10(3): 593-598, 649. (in Chinese))
    [12]
    刘红岩, 刘 冶, 邢闯锋, 等. 循环冻融条件下节理岩体损伤破坏试验研究[J]. 岩土力学, 2014, 35(6): 1547-1554. (LIU Hong-yan, LIU Ye, XING Chuang-feng, et al. Test study of damage failure of jointed rock mass under freezing-thawing cycles[J]. Rock and Soil Mechanics, 2014, 35(6): 1547-1554. (in Chinese))
    [13]
    闻 磊, 李夕兵, 尹彦波, 等. 冻融循环作用下花岗斑岩和灰岩物理力学性质对比分析及应用研究[J]. 冰川冻土, 2014, 36(3): 632-639. (WEN Lei, LI Xi-bing, YIN Yan-bo, et al. Study of physico-mechanical properties of granite porphyry and limestone in slopes of open-pit metal mine under freezing-thawing cycles and their application[J]. Journal of Glaciology and Geocryology, 2014, 36(3): 632-639. (in Chinese))
    [14]
    方 云, 乔 梁, 陈 星, 等. 云冈石窟砂岩循环冻融试验研究[J]. 岩土力学, 2014, 35(9): 2433-2442. (FANG Yun, QIAO Liang, CHEN Xing, et al. Experimental study of freezing-thawing cycles on sandstone in Yungang grottos[J]. Rock and Soil Mechanics, 2014, 35(9): 2433-2442. (in Chinese))
    [15]
    陈有亮, 王 朋, 张学伟, 等. 花岗岩在化学溶蚀和冻融循环后的力学性能试验研究[J]. 岩土工程学报, 2014, 36(12): 2226-2235. (CHEN You-liang, WANG Peng, ZHANG Xue-wei, et al. Experimental research on mechanical properties of granite in chemical dissolution under freeze-thaw cycles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2226-2235. (in Chinese))
    [16]
    ROSS Anderson. Assessment of timbercrete for freeze/thaw durability by testing to ASTM C1262-05a[R]. Rotorua: Timbercrete Rotorua Ltd, 2006.
    [17]
    PARK Jihwan, HYUN Chang-Uk, PARK Hyeong-Dong. Changes in microstructure and physical properties of rocks caused by artificial freeze-thaw action[J]. Bulletin of Engineering Geology and the Environment, 2015, 74(2): 555-565.
    [18]
    BAYRAM Fatih. Predicting mechanical strength loss of natural stones after freeze-thaw in cold regions[J]. Cold Regions Science and Technology, 2012(83/84): 98-102.
    [19]
    KHANLARI G, SAHAMIEH R Z, ABDILOR Y. The effect of freeze-thaw cycles on physical and mechanical properties of Upper Red Formation sandstones, central part of Iran[J]. Arabian Journal of Geosciences, 2015, 8(8): 5991-6001.
    [20]
    GHOBADI M H, BABAZADEH R. Experimental studies on the effects of cyclic freezing-thawing, salt crystallization, and thermal shock on the physical and mechanical characteristics of selected sandstones[J]. Rock Mechanics and Rock Engineering, 2014, 48(3): 1001-1006.
    [21]
    FREIRE-LISTA D M, FORT R, VARAS-MURIEL M J. Freeze-thaw fracturing in building granites[J]. Cold Regions Science and Technology, 2015, 113(5): 40-51.
    [22]
    GB/T50266—2013 工程岩体试验方法标准[S]. 2013. (GB/T50266—2013 Standard for tests methods of engineering rock mass[S]. 2013. (in Chinese))
    [23]
    JTG E41—2005 公路工程岩石试验规程[S]. 2005. (JTG E41—2005 Tests methods of rock for highway engineering[S]. 2005. (in Chinese))
    [24]
    TB 10115—2014 铁路工程岩石试验规程[S]. 2014. (TB 10115—2014 Code for rock test of railway engineering[S]. 2015. (in Chinese))
    [25]
    SL264—2001 水利水电工程岩石试验规程[S]. 2001. (SL264—2001 Specifications for rock tests in water conservancy and hydroelectric power engineering[S]. 2001. (in Chinese))
    [26]
    GB/T 9966.1—2001 天然饰面石材试验方法[S]. 2001. (GB/T 9966.1—2001 Test methods for natural facing stones[S]. 2001. (in Chinese))
    [27]
    ULUSAY R. The ISRM suggested methods for rock characterization, testing and monitoring: 2007-2014[S]. Switzerland: Springer International Publishing, 2015.
    [28]
    ASTM D 5312-04, 2004 Standard test method for evaluation of durability of rock for erosion control under freezing and thawing conditions[S]. 2004.
    [29]
    CEN.UNE-EN 12371. Natural stone test methods— determination of frost resistance[S]. 2011.
    [30]
    陈仁升, 康尔泗, 吴立宗, 等. 中国寒区分布探讨[J]. 冰川冻土, 2005, 27(4): 469-475. (CHEN Ren-sheng, KANG Ersi, WU Li-zong, et al. Cold regions in China[J]. Journal of Glaciology and Geocryology, 2005, 27(4): 469-475. (in Chinese))
    • Related Articles

  • Related Articles

    [1]Rock landslide early warning in open-pit mine based on rockfall video monitoring[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240026
    [2]CAI Yuebo, XIANG Yan, SHENG Jinbao, MENG Ying. Deep-water detection, monitoring, early warning and treatment of emergencies of major water conservancy projects: a review[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(3): 441-458. DOI: 10.11779/CJGE20221480
    [3]ZHOU Chun-hua, LI Yun-an, YIN Jian-min, WANG Yang, ZHOU Chao, GUO Xi-feng. Multivariate early warning method for rockbursts based on comprehensive microseismic and electromagnetic radiation monitoring[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 457-466. DOI: 10.11779/CJGE202003007
    [4]YANG Guang-yu, JIANG Fu-xing, QU Xiao-cheng, LI Lin, WEI Quan-de, LI Nai-lu. Comprehensive monitoring and early warning technology for rock burst of tunneling face with thick coal seams[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1949-1958. DOI: 10.11779/CJGE201910021
    [5]ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming. Association rules of monitoring and early warning by using landslides FRPFP model—Case study of Jiangjin-Fengjie reach in Three Gorges Reservoir area[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 492-500. DOI: 10.11779/CJGE201903011
    [6]XU Yang-qing, CHENG Lin. Analysis processing of monitoring data and forecast and early warning system of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 219-224. DOI: 10.11779/CJGE2014S1038
    [7]JIANG Peng-ming, MEI Ling, JI Pei-xiang, ZHOU Ai-zhao. Development and application of monitoring and warning system geological disasters of slope in Zhenjiang Martyrs Cemetery[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 340-345.
    [8]WANG Wei, SHEN Zhenzhong, LI Taofan. Safety early warning evaluation model for dams based on coupled method of genetic algorithm and adapting particle swarm optimization algorithm[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1242-1247.
    [9]MA Fuheng, HE Xinwang, WU Guangyao. Risk early-warning index system for earth and rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(11): 1734-1737.
    [10]YU Yuzhen, LIN Hung chou, LI Guangxin. Analysis of finite element method for early warning of landslide[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1264-1267.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return