Study on the effect of flexible layer on support structures of tunnel excavated in viscoelastic rocks
K Wu, Z Shao - Journal of Engineering Mechanics, 2019 - ascelibrary.org
Support is one of the most important aspects that contribute to long-term stability and tunnel
safety. Lining cracking and even failure often occur during tunneling construction, especially …
safety. Lining cracking and even failure often occur during tunneling construction, especially …
Visco-elastic analysis on the effect of flexible layer on mechanical behavior of tunnels
K Wu, Z Shao - International Journal of Applied Mechanics, 2019 - World Scientific
Installing flexible layer is one kind of supporting techniques to deal with the large
deformation in tunnels excavated in viscoelastic rocks. The role of flexible layer is to absorb …
deformation in tunnels excavated in viscoelastic rocks. The role of flexible layer is to absorb …
[HTML][HTML] Fiber optic sensing and performance evaluation of a water conveyance tunnel with composite linings under super-high internal pressures
D Wang, H Zhu, J Huang, Z Yan, X Zheng… - Journal of Rock Mechanics …, 2023 - Elsevier
For long-distance water conveyance shield tunnels in operation, the high internal water
pressure may cause excessive deformation of composite linings, affecting their structural …
pressure may cause excessive deformation of composite linings, affecting their structural …
Analytically-based simplified formulas for circular tunnels with two liners in viscoelastic rock under anisotropic initial stresses
F Song, H Wang, M Jiang - Construction and Building Materials, 2018 - Elsevier
The time-dependency in tunneling is mainly due to the rheological properties of the rock and
tunnel construction processes. Rock rheology results in tunnel convergence and pressures …
tunnel construction processes. Rock rheology results in tunnel convergence and pressures …
Analytical solutions for the construction of deeply buried circular tunnels with two liners in rheological rock
HN Wang, Y Li, Q Ni, S Utili, MJ Jiang, F Liu - Rock mechanics and rock …, 2013 - Springer
The construction of underground tunnels is a time-dependent process. The states of stress
and strain in the ground vary with time due to the construction process. Stress and strain …
and strain in the ground vary with time due to the construction process. Stress and strain …
The support load analysis of deep-buried composite lining tunnel in rheological rock mass
J Zhou, XA Yang, MJ Ma, LH Li - Computers and Geotechnics, 2021 - Elsevier
The loads on primary support and secondary lining in composite lining tunnel are one of the
key problems in support design. The primary support and secondary lining which as the …
key problems in support design. The primary support and secondary lining which as the …
An analysis of the support loads on composite lining of deep-buried tunnels based on the Hoek-Brown strength criterion
J Zhou, XA Yang - Tunnelling and Underground Space Technology, 2021 - Elsevier
The composite lining load of a deep-buried tunnel is one of the key problems in tunnel
support design. This study establishes four support cases to discuss the loads on primary …
support design. This study establishes four support cases to discuss the loads on primary …
Study on the whole process application of advanced grouting pipe shed support under urban complex stratum conditions
Y Mei, X Ke, D Zhou, S Zhang, T Yang - Geomechanics for Energy and the …, 2023 - Elsevier
The stability control of surrounding rock is always one of the important problems in tunnel
construction. As a representative of tunnel pre-construction technology, advance grouting …
construction. As a representative of tunnel pre-construction technology, advance grouting …
Numerical analysis of tunneling in slates with anisotropic time-dependent behavior
CL Lee, KJ Shou, SS Chen, WC Zhou - Tunnelling and Underground …, 2019 - Elsevier
Slate is a metamorphic rock often contains a dense foliated texture called slaty cleavages or
schistosities. The ease of split along the schistosities weakens the slate and its resistance to …
schistosities. The ease of split along the schistosities weakens the slate and its resistance to …
Theoretical study of the dynamic response of a circular lined tunnel with an imperfect interface subjected to incident SV-waves
Z Fan, J Zhang, H Xu - Computers and Geotechnics, 2019 - Elsevier
Theoretical analysis is used to predict the dynamic response of a circular lined tunnel with
an imperfect interface to plane SV-waves. The linear spring model is introduced to depict the …
an imperfect interface to plane SV-waves. The linear spring model is introduced to depict the …