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

页码：5539 / 5546

页数：8

共 10 条

[1] The Seismic Behavior of Urban Tunnels in Soft Saturated Soils [J].

Azadi, M. .

PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14

[2] Analyses of the effect of seismic behavior of shallow tunnels in liquefiable grounds [J].

Azadi, M. ;

Hosseini, S. M. Mir Mohammad .

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2010, 25 (05) :543-552

[3] Numerical analysis on the seismic behavior of a large metro subway tunnel in liquefiable ground [J].

Bao, Xiaohua ;

Xia, Zhifan ;

Ye, Guanlin ;

Fu, Yanbin ;

Su, Dong .

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 66 :91-106

[4] Seismic design and analysis of underground structures [J].

Hashash, YMA ;

Hook, JJ ;

Schmidt, B ;

Yao, JIC .

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2001, 16 (04) :247-293

[5] Seismic response of large underground structures in liquefiable soils subjected to horizontal and vertical earthquake excitations [J].

Liu, HB ;

Song, ER .

COMPUTERS AND GEOTECHNICS, 2005, 32 (04) :223-244

[6]

Lysmer J, 1969, J ENG MECH DIV ASCE, V95, P859, DOI 10.1061/JMCEA3.0001144

[7]

Salehzadeh H., 2014, J TRANSPORTATION RES, V2, P125

[8]

Tsegaye A., 2010, Plaxis liquefaction model"

[9] 3D liquefaction assessment of soils surrounding circular tunnels [J].

Unutmaz, Berna .

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 40 :85-94

[10]

Yadav H. R., 2015, THESIS

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