• Indexed in Scopus
  • Source Journal for Chinese Scientific and Technical Papers and Citations
  • Included in A Guide to the Core Journal of China
  • Indexed in Ei Compendex
Monitoring method for influence circle due to temperature variation in underground rock stratum[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1727-1732.
Citation: Monitoring method for influence circle due to temperature variation in underground rock stratum[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1727-1732.

Monitoring method for influence circle due to temperature variation in underground rock stratum

More Information
  • Received Date: February 20, 2010
  • Revised Date: July 05, 2010
  • Published Date: November 14, 2010
  • The variation relation between influence circle and temperature variations of underground rock stratum is highlighted based on laboratory and field tests. The laboratory temperature variation tests on a series of sandstone and mudstone rock are performed, and then a regression equation based on the test data is developed. While the field tests are carried out in the suburbs of Tokyo with the aim to get the electrical resistivity data in different temperature variation periods by special geophysical equipment, and the real variation rate of electrical resistivity with the increase of temperature is thus revealed. It is proved that the temperature diffusion map of rock under the heating source can be visualized by real-time measuring the electrical resistivity variation at different points of the underground rock stratum. Embedding unclear waste deeply into the sedimentary rock is a widely treatment for disposal nuclear waste disposal. The present research puts forwards a feasible monitoring method for the influence circle of nuclear waste disposal.
  • Related Articles

    [1]LU Shi-jie, WEI Gang. Vibration prediction of immersed tube tunnels under vehicle loads based on Timoshenko beam theory[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1627-1634. DOI: 10.11779/CJGE201809008
    [2]ZHANG Chun-li, WANG Bo, ZHU Yan-zhi. Dynamic response of infinite plate on orthotropic half-plane medium under moving loads[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 352-358. DOI: 10.11779/CJGE201702020
    [3]QIU Hong-zhi, KONG Ji-ming, WANG Ren-chao, HUANG Sen-wang, CUI Yun. Effects of active earth pressure on supporting piles under vehicle loads[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 486-493. DOI: 10.11779/CJGE201603012
    [4]WEI Xing, WANG Gang. Induced dynamic stresses in subsoil of road subjected to moving vehicle load with wheel groups[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(10): 1924-1930. DOI: 10.11779/CJGE201510022
    [5]XU Chang-jie, CHEN Jin-you, GUO Lu-jun, XU Yuan-lei. Influences of vehicle loads on retaining structure of excavations[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 884-887.
    [6]TANG Lian-sheng, LIN Pei-yuan, WU Ke, DENG Xi-bin, DENG Zhong-wei, LI Hai-yang. Response characteristics of dynamic stress of subgrade soil under vehicle loads[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(11): 1745-1749.
    [7]ZHENG Gang, DIAO Yu, NG C W W. Finite element analysis on mechanism of effect of extra-deep excavation on vertical load transfer and settlement of a single pile[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 837-845.
    [8]WANG Junjie, CHAI Hejun. Active earth pressure induced by saturated subgrade under vehicle load[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(3): 372-378.
    [9]ZHAO Minghua, LI Weizhe, CAO Wengui. Study on applying finite pole element method to analysis of piles under complex loads with different boundary restraints[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(9): 1059-1063.

Catalog

    Article views (1214) PDF downloads (442) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return