Technical safety countermeasures during construction of high excavated slope

被引:0
|
作者
Chen, T.
机构
来源
Renmin Changjiang/Yangtze River | 2001年 / 32卷 / 08期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:17 / 18
相关论文
共 50 条
  • [21] Study on problems of safety culture construction in coal mine and the countermeasures
    Zhao, Ying
    Wang, Yongzhi
    PROGRESS IN MINE SAFETY SCIENCE AND ENGINEERING II, 2014, : 611 - 614
  • [22] Safety Technology Risks and Countermeasures in the Intelligent Construction of Coal Mines
    Bai, Jinyan
    Zheng, Dezhi
    Jia, Chen
    GEOFLUIDS, 2022, 2022
  • [23] Several issues on the stability of high excavated slope of TGP's permanent shiplock
    Chen, De-Ji
    Wang, Jun-Huai
    Yu, Yong-Zhi
    Ma, Neng-Wu
    Renmin Changjiang/Yangtze River, 2002, 33 (06):
  • [24] Comparison of damage evolution process of high rock slope excavated by different methods
    Lu, W. (wblu@whu.edu.cn), 1600, Academia Sinica (32):
  • [25] Monitoring during the construction of a shallow urban tunnel and countermeasures
    Solak, T.
    Etkesen, Z.
    Sirin, A.
    Duzgun, T.
    UNDERGROUND SPACE - THE 4TH DIMENSION OF METROPOLISES, VOLS 1-3, 2007, : 917 - +
  • [26] Risk Identification for Collapse of Tunnel During Construction and the Countermeasures
    Wen Shiru
    Yang Xiaohua
    2013 FOURTH INTERNATIONAL CONFERENCE ON DIGITAL MANUFACTURING AND AUTOMATION (ICDMA), 2013, : 1171 - 1174
  • [27] Uncertainty in the Stability for Excavated Surface during the Cutter Replacement in Tunneling Construction
    Chen, Shiguang
    Li, Hai
    He, Juchuan
    Li, Zhongwei
    Tao, Jin
    Zhai, Qian
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2022, 2022
  • [28] Main safety problems and the countermeasures about using electric power in construction
    Liu, W
    Xu, RJ
    Xiao, G
    Xu, XY
    Zong, M
    Jiang, L
    PROGRESS IN SAFETY SCIENCE AND TECHNOLOGY, 1998, : 564 - 569
  • [29] Design and construction of a high embankment with siltstone excavated materials reinforced by geogrids
    Kollios, A.
    Geosynthetics, Vols 1-4, 2006, : 1157 - 1160