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A method of estimating surface settlement above tunnels constructed in soft ground

Canadian Geotechnical Journal, 1983
A technique suitable for the analysis of lined tunnels constructed in soft soil is described. This technique permits consideration of the soil-lining interaction, lining weight, and plastic failure within the soil. Particular attention is given to the simulation of loss of ground including the annular void created by the difference between the ...
R. K. Rowe, K. Y. Lo, G. J. Kack
openaire   +1 more source

Prediction on Ground Surface Settlement Caused by Subway Shield Construction in Xi'an

Applied Mechanics and Materials, 2013
In order to study the ground surface settlement induced by shield tunneling, on the background of Xi'an metro line 2, this paper made use of the measured ground surface settlement to conduct characteristic parameters fitting of the settlement trough by Peck formula and the modified stiffness approach, proposed the initial suggestive value of the ...
Rong Di Liu   +3 more
openaire   +1 more source

Prediction of Ground Surface Settlements Caused by Deep Excavations in Sands

2015
The Geotechnical Engineering Journal of the SEAGS & AGSSEA, 46, 3, 111 ...
openaire   +1 more source

Characteristics of ground surface settlement during excavation

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1994
openaire   +1 more source

Ground Loss Model for Analyzing Shield Tunneling-Induced Surface Settlement Along Curve Sections

Tunnelling and Underground Space Technology, 2022
Deng Huang shi, He-Lin Fu
exaly  

Propagation of Seismic Settlements at Depth to the Ground Surface—A Case History

Geo-Congress 2019, 2019
José L. M. Clemente   +4 more
openaire   +1 more source

Three-dimensional analysis of surface settlement in soft ground tunneling

2003
A parametric study was performed to evaluate the effects of different construction variables on surface settlements above tunnels in soft ground. The finite element program "PLAXIS 3D Tunnel" was used to carry out the numerical analysis for the earth pressure balance (EPB) shield tunneling method in a saturated, normally consolidated clay.
openaire   +1 more source

Analysis of Ground Surface Settlement in Anisotropic Clays Using Extreme Gradient Boosting and Random Forest Regression Models

Journal of Rock Mechanics and Geotechnical Engineering, 2021
Wengang Zhang, Zhixiong Chen, Yongqin Li
exaly  

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