[HTML][HTML] Analytical computation of support characteristic curve for circumferential yielding lining in tunnel design

K Wu, Z Shao, M Sharifzadeh, S Hong, S Qin - Journal of Rock Mechanics …, 2022 - Elsevier
Circumferential yielding lining is able to tolerate controlled displacements without failure,
which has been proven to be an effective solution to large deformation problem in …

[HTML][HTML] Experimental study on performance of spring damping support structure system for large deformation tunnel in soft rock

J Xu, X Xie, Z Shi, W Cai, D Xu, C Xu - Underground Space, 2024 - Elsevier
According to the convergence confinement theory, it is an effective measure to control the
large deformation of high ground stress in fractured soft rock tunnels by using yielding …

Proposed solution for the ground reaction of non-circular tunnels in an elastic-perfectly plastic rock mass

E Kabwe, M Karakus, EK Chanda - Computers and Geotechnics, 2020 - Elsevier
Abstract The Convergence Confinement Method (CCM) is a solution typically employed for
the preliminary evaluation of tunnel convergence and support suitability. The CCM …

The influence of the two-component grout on the behaviour of a segmental lining in tunnelling

C Oggeri, P Oreste, G Spagnoli - Tunnelling and Underground Space …, 2021 - Elsevier
Filling material is present around the segment lining when a shielded Tunnel Boring
Machine is used to excavate a tunnel. The two-component grout is becoming lately one of …

Conception and evaluation of a novel type of support in loess tunnels

Z Wang, X Su, H Lai, Y Xie, Y Qin… - Journal of Performance of …, 2021 - ascelibrary.org
The limited efficiency of current supports has led to serious support system problems in
loess tunnel construction, which are mainly noted in arch distortion, shotcrete cracking …

Time-dependent solution for non-circular tunnels considering the elasto-viscoplastic rockmass

E Kabwe, M Karakus, EK Chanda - … Journal of Rock Mechanics and Mining …, 2020 - Elsevier
The time-dependent ground response of tunnels in squeezing ground requires a thorough
understanding of the creep mechanism. Several studies conducted assume that this ground …

Support characteristic of a novel type of support in loess tunnels using the convergence–confinement method

Z Wang, Y Shi, Y Xie, M Zhang, T Liu, C Li… - International Journal of …, 2021 - ascelibrary.org
The convergence–confinement method (CCM), a widely used tunnel design method, is an
analysis approach that can intuitively reflect the interaction between the surroundings and …

Investigation on the engineering effects of the geometrical configuration of the jacking rectangular pipe

P Ma, H Shimada, T Sasaoka, DN Moses… - … and Underground Space …, 2022 - Elsevier
For rectangular pipe-jacking construction, the primary priorities of smooth construction
include minimizing the ground response and designating the appropriate jacking force to …

[HTML][HTML] Highly compressible concrete: The effect of reinforcement design on concrete's compressive behavior at high strains

B Salazar, P Aghdasi, CP Ostertag, HK Taylor - Materials & Design, 2023 - Elsevier
In squeezing ground tunnel construction, yielding elements must absorb the large tunnel
deformation without damaging the tunnel lining. Various designs for these highly …

[HTML][HTML] A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr …

Y Liu, Y Fang, Y Su, P Zhang, Y Su - Soils and Foundations, 2023 - Elsevier
There is a development trend from qualitative towards quantitative analysis for tunnel
stability. The widely accepted convergence-confinement method (CCM) provides a …