Measured performance of a 26 m deep top-down excavation in downtown Shanghai

Y Tan, M Li - Canadian Geotechnical Journal, 2011 - cdnsciencepub.com
Via a long-term comprehensive instrumentation program, the performance of a 26 m deep
metro station excavation constructed by the top-down method in downtown Shanghai was …

A new model to predict soil pressure acting on deep burial jacked pipes

H Zhang, P Zhang, W Zhou, S Dong, B Ma - Tunnelling and Underground …, 2016 - Elsevier
Soil pressure is a critical factor to pipe jacking projects both during and after the jacking.
Current practices are based on modifications of one of Terzaghi arching model, eg Japan …

Rigid retaining walls with narrow cohesionless backfills under various wall movement modes

M Yang, X Tang - International Journal of Geomechanics, 2017 - ascelibrary.org
Abstract Spaces for backfills are often constrained and limited to a narrow width when
retaining walls must be built close to existing stable walls in urban areas or near rock faces …

Generalized solution for mining backfill design

L Li - International Journal of Geomechanics, 2014 - ascelibrary.org
Underground backfill plays an important role in the mining industry, and is one of the key
elements in the routine operation of many underground mines. Its main role is to improve …

An experimental study of the active arching effect in soil using the digital image correlation technique

H Khatami, A Deng, M Jaksa - Computers and Geotechnics, 2019 - Elsevier
This paper presents the results of an experimental investigation of the active arching effect in
soils using the Digital Image Correlation (DIC) technique. A trapdoor apparatus was filled …

Numerical analysis of stress distribution in backfilled stopes considering interfaces between the backfill and rock walls

G Liu, L Li, X Yang, L Guo - International Journal of Geomechanics, 2017 - ascelibrary.org
Mining backfill is widely used in underground mines worldwide. The stresses in backfilled
stopes must be correctly evaluated because they influence the ground stability and the …

Arching in soils applied to inclined mine stopes

CH Ting, SK Shukla, N Sivakugan - International Journal of …, 2011 - ascelibrary.org
Determination of stress distribution, giving due consideration to arching mechanism within
minefill stopes, is of great importance because of its influence on the ground stability, ore …

Three-dimensional numerical analysis of the stress transfer mechanism of XCC piled raft foundation

Y Lv, H Liu, CWW Ng, X Ding, A Gunawan - Computers and Geotechnics, 2014 - Elsevier
An X-section cast-in-place concrete (XCC) piled raft is a new type of foundation that uses
piles with X-shaped cross-sections. Compared to a traditional circular cast-in-place concrete …

A numerical analysis of the stress distribution in backfilled stopes considering nonplanar interfaces between the backfill and rock walls

G Liu, L Li, X Yang, L Guo - International Journal of Geotechnical …, 2016 - Taylor & Francis
Estimation of stresses in backfilled stopes is a critical issue for backfill design in
underground mines. This task can be accomplished by numerical modeling. To date, most …

Numerical investigation of earth pressure coefficient along central line of backfilled stopes

MA Sobhi, L Li, M Aubertin - Canadian Geotechnical Journal, 2017 - cdnsciencepub.com
The earth pressure coefficient K, defined as the horizontal to vertical normal (effective)
stresses ratio (σ h/σ v), is a key parameter in analytical solutions for estimating the stresses …