Liquefaction analysis of metro underground tunnels

被引：0
|
作者：
Viladkar, M. N. [1 ]
Singh, M. [1 ]
Samadhiya, N. K. [2 ]
机构：
[1] Indian Inst Technol Roorkee, Dept Civil Engn, Roorkee, Uttar Pradesh, India
[2] GL Bajaj Inst Technol & Management, Dept Civil Engn, Greater Noida, India
来源：
EARTHQUAKE GEOTECHNICAL ENGINEERING FOR PROTECTION AND DEVELOPMENT OF ENVIRONMENT AND CONSTRUCTIONS | 2019年 / 4卷
关键词：
D O I：
暂无
中图分类号：
P3 [地球物理学]; P59 [地球化学];
学科分类号：
0708 ; 070902 ;
摘要：
Tunnels located below ground water table in liquefiable soils can experience increase in lateral pressure, reduction in lateral passive resistance, sinking or flotation in liquefied soil, lateral displacements, permanent settlements, and tension and compression failure. In India, Delhi region being quite sensitive to earthquake, an attempt has been made here to investigate the possible response of Delhi Metro tunnels to liquefaction. Three dimensional finite element analyses were carried out, using Plaxis 3D software, for all the three components of 1999 Chamoli earthquake (M=6.5) of lower Himalaya. The study suggests that significant displacements in the soil-tunnel system can occur due to transverse component of earthquake. Liquefaction can occur when seismic waves travel in a direction parallel or nearly parallel to the alignment of tunnels, provided the ground water table exists above the tunnel crown. Influence of seismic directions, water table depth, boundary representation, and peak ground acceleration has also been investigated.
引用
收藏
页码：5539 / 5546
页数：8
相关论文
共 50 条
  • [41] DYNAMIC ANALYSIS OF UNDERGROUND TUNNELS SUBJECTED TO INTERNAL BLAST LOADING
    Tiwari, Rohit
    Chakraborty, Tanusree
    Matsagar, Vasant
    11TH WORLD CONGRESS ON COMPUTATIONAL MECHANICS; 5TH EUROPEAN CONFERENCE ON COMPUTATIONAL MECHANICS; 6TH EUROPEAN CONFERENCE ON COMPUTATIONAL FLUID DYNAMICS, VOLS V - VI, 2014, : 6667 - 6678
  • [42] Numerical analysis of underground tunnels subjected to surface blast loads
    Ata, Alaa
    Nabil, Marwa
    Hassan, Sally
    Nawar, Mahmoud
    FRATTURA ED INTEGRITA STRUTTURALE-FRACTURE AND STRUCTURAL INTEGRITY, 2021, 15 (55): : 159 - 173
  • [43] NUMERICAL-ANALYSIS OF THE EFFECT OF THE LOCAL LIQUEFACTION ON THE UNDERGROUND STRUCTURES
    KATADA, T
    HAKUNO, M
    TAKAGI, T
    BULLETIN OF THE EARTHQUAKE RESEARCH INSTITUTE-UNIVERSITY OF TOKYO, 1981, 56 : 731 - 740
  • [44] SECURITY COMMUNICATION IN TUNNELS UNDERGROUND
    CHIBA, J
    MURAKAMI, Y
    1989 INTERNATIONAL CARNAHAN CONFERENCE ON SECURITY TECHNOLOGY, 1989, : 255 - 259
  • [45] NUMERICAL ANALYSIS OF THE EFFECT OF THE LOCAL LIQUEFACTION ON THE UNDERGROUND STRUCTURES.
    Katada, Toshiyuki
    Hakuno, Motohiko
    Takagi, Tetsuro
    Bulletin of the Earthquake Research Institute, University of Tokyo, 1981, 56 (pt 4): : 731 - 740
  • [46] LIQUEFACTION STUDY OF SEVERAL COALS AND A CONCEPT FOR UNDERGROUND LIQUEFACTION
    SKIDMORE, DR
    KONYA, CJ
    ABSTRACTS OF PAPERS OF THE AMERICAN CHEMICAL SOCIETY, 1973, : 18 - &
  • [47] UNDERGROUND + PASSAGES AND TUNNELS IN TORONTO
    PRANGNELL, P
    SPAZIO E SOCIETA-SPACE & SOCIETY, 1996, 18 (73): : 8 - 21
  • [48] UNDERGROUND TUNNELS FOR TRANSPORT SYSTEMS
    MCGARRY, FJ
    PROCEEDINGS OF THE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS, 1968, 56 (04): : 535 - &
  • [49] SCATTERING FROM UNDERGROUND TUNNELS
    UZUNOGLU, NK
    KANELLOPOULOS, JD
    JOURNAL OF PHYSICS A-MATHEMATICAL AND GENERAL, 1982, 15 (02): : 459 - 471
  • [50] Analysis of Construction Scheme for Neighborhood Metro Tunnels with Two Different Inner Sections
    Kong, Xiangxing
    ENGINEERING CHALLENGES FOR SUSTAINABLE UNDERGROUND USE, 2018, : 153 - 159
12345