From the new Austrian tunneling method to the geoengineering condition evaluation and dynamic controlling method

被引:0
|
作者
Yanjun Shang [1 ]
Kun Li [1 ]
Wantong He [1 ]
Chunbo Sheng [2 ]
机构
[1] Key Laboratory of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences
基金
中国国家自然科学基金;
关键词
Unfavorable geological body(UGB) Multi-factor interaction matrix Discontinuity dynamic controlling(DDC) Cut slope Geoengineering condition evaluation and dynamic controlling(GEDC) method;
D O I
暂无
中图分类号
U412.22 [土壤、地质和地理勘测];
学科分类号
081601 ;
摘要
The new Austrian tunneling method(NATM) is widely applied in design and construction of underground engineering projects. When the type and distribution of unfavorable geological bodies(UGBs)associated with their influences on geoengineering are complicated or unfortunately are overlooked, we should pay more attentions to internal features of rocks grades IV and V(even in local but mostly controlling zones). With increasing attentions to the characteristics, mechanism and influences of engineering construction-triggered geohazards, it is crucial to fully understand the disturbance of these geohazards on project construction. A reasonable determination method in construction procedure, i.e.the shape of working face, the type of engineering support and the choice of feasible procedure, should be considered in order to mitigate the construction-triggered geohazards. Due to their high sensitivity to groundwater and in-situ stress, various UGBs exhibit hysteretic nature and failure modes. To give a complete understanding on the internal causes, the emphasis on advanced comprehensive geological forecasting and overall reinforcement treatment is therefore of more practical significance. Comprehensive evaluation of influential factors, identification of UGB, and measures of discontinuity dynamic controlling comprises the geoengineering condition evaluation and dynamic controlling method. In a case of a cut slope, the variations of UGBs and the impacts of key environmental factors are presented,where more severe construction-triggered geohazards emerged in construction stage than those predicted in design and field investigation stages. As a result, the weight ratios of different influential factors with respect to field investigation, design and construction are obtained.
引用
下载
收藏
页码:366 / 372
页数:7
相关论文
共 50 条
  • [21] Risk Management for Beijing Subway Tunnel Construction Using the New Austrian Tunneling Method: A Case Study
    Xu, Wei
    Liu, Bo
    Fu, Chunqing
    Han, Yanhui
    Ren, Xin
    INTERNATIONAL CONFERENCE ON TRANSPORTATION AND DEVELOPMENT 2019: SMARTER AND SAFER MOBILITY AND CITIES, 2019, : 423 - 435
  • [22] Viscoelasticity of hydrating shotcrete as key to realistic tunnel shell stress assessment with the New Austrian Tunneling Method
    Scharf, Raphael
    Sorgner, Maximilian
    Scheiner, Stefan
    Pichler, Bernhard
    Hellmich, Christian
    MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2024, 31 (30) : 13053 - 13068
  • [23] A NEW METHOD FOR THE EVALUATION OF LATTICE DYNAMIC COULOMB SUMS
    SINCLAIR, R
    NINIO, F
    JOURNAL OF PHYSICS-CONDENSED MATTER, 1990, 2 (09) : 2143 - 2152
  • [24] Analysis of a New Condition Evaluation Method with Multiple Characteristic Parameters-I. Theory for Method
    He Chengbing
    Chen Dongchao
    Xu Jing
    2016 INTERNATIONAL CONFERENCE ON MATERIAL, ENERGY AND ENVIRONMENT ENGINEERING (ICM3E 2016), 2016, : 1 - 7
  • [25] A NEW METHOD FOR POINT TUNNELING INTO SUPERCONDUCTORS
    VONMOLNAR, S
    THOMPSON, WA
    EDELSTEIN, AS
    APPLIED PHYSICS LETTERS, 1967, 11 (05) : 163 - +
  • [26] NEW AUSTRIAN TUNNELLING METHOD IN COALMINING.
    Thierse, Dieter
    Gluckauf. With English translation Essen, 1987, 123 (23): : 634 - 642
  • [27] Removing misconceptions on the New Austrian Tunnelling Method
    Muller, Leopold
    Tunnels and Tunnelling International, 1990, (Spec Is): : 15 - 18
  • [28] An evaluation of the osmotic method of controlling suction
    Delage, P.
    Cui, Y. J.
    GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2008, 3 (01): : 1 - 11
  • [29] Investigation of the support constraint effect and failure instability law of tunnels constructed using the New Austrian tunneling method
    Dongxu Chen
    Laigui Wang
    Chuang Sun
    Chengzhi Jia
    Luxin Zheng
    Scientific Reports, 12
  • [30] Investigation of the support constraint effect and failure instability law of tunnels constructed using the New Austrian tunneling method
    Chen, Dongxu
    Wang, Laigui
    Sun, Chuang
    Jia, Chengzhi
    Zheng, Luxin
    SCIENTIFIC REPORTS, 2022, 12 (01)