Three-dimensional numerical simulation of pile-twin tunnels interaction – Case of the Shiraz subway line-Reference-Cited by-同舟云学术

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Three-dimensional numerical simulation of pile-twin tunnels interaction – Case of the Shiraz subway line

Published:2019-04 Issue: Volume:86 Page:75-88
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Nematollahi Mojtaba^ORCID,Dias Daniel

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference54 articles.

1. The behavior of two tunnels beneath a building on piled foundation. Deformation of soils and displacements of structures;Benton,1991

2. Observed ground and pile group responses due to tunneling in Bangkok stiff clay;Boonyarak;Can. Geotech. J.,2014

3. Packer behavior under simple and coupled stresses;Cavalaro;Tunn. Undergr. Space Technol.,2012

4. Use of the observational method for the construction of piles next to tunnels;Chapman,2001

5. 3D numerical study of tunnel-soil-pile interaction;Cheng;Tunn. Undergr. Space Technol.,2004

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2. Numerical modelling of multiple excavations in an ultra-deep foundation using an enhanced distinct lattice spring model with modified cam clay model;Tunnelling and Underground Space Technology;2024-10

3. Three-Dimensional Simulation of Twin Tunnels in the Overcrossing Section of the Hangzhou Metro Line;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-08-16

4. Theoretical Analysis of Longitudinal Vertical Displacement of Subway Tunnels Caused by the Construction of Steel Casings for Bridge Piles;International Journal of Geomechanics;2024-08

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