Cracking characteristics and mechanism of entrance section in asymmetrically-load tunnel with bedded rock mass: A case study of a highway tunnel in southwest China

An Investigation into Bolt Anchoring Performance during Tunnel Construction in Bedded Rock Mass

(2020) Zhiqiang Zhang et al.   Applied Sciences-Basel

Susceptibility mapping and zoning of highway landslide disasters in China

(2020) Chao Yin et al.   PLoS One

Failure Mechanism of Primary Support for a Shallow and Asymmetrically Loaded Tunnel Portal and Treatment Measures

(2019) Chao Yang et al.   JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES

Deformation monitoring of rock slope with weak bedding structural plane subject to tunnel excavation

(2018) Danqing Song et al.   Arabian Journal of Geosciences

Stability analysis and failure mechanism of the steeply inclined bedded rock masses surrounding a large underground opening

(2018) Ang Li et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Longitudinal deformation profile of a tunnel in weak rock mass by using the back analysis method

(2018) Yanbin Luo et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

An enhanced equivalent continuum model for layered rock mass incorporating bedding structure and stress dependence

(2017) Yang-Yi Zhou et al.   INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES

Geotechnical investigations and remediation design for failure of tunnel portal section: a case study in northern Turkey

(2017) Ayberk Kaya et al.   Journal of Mountain Science

Analytical Study of the Mechanical Behavior of Fully Grouted Bolts in Bedding Rock Slopes

(2017) C. H. Liu et al.   ROCK MECHANICS AND ROCK ENGINEERING

Lining crack evolution of an operational tunnel influenced by slope instability

(2017) Ya-Chu Chiu et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Analysis of the failure of primary support of a deep-buried railway tunnel in silty clay

(2016) Chao Kong et al.   ENGINEERING FAILURE ANALYSIS

Analysis of mechanical behavior in a pipe roof during excavation of a shallow bias tunnel in loose deposits

(2016) J. Z. Xiao et al.   Environmental Earth Sciences

Shaking table tests on seismic measures of a model mountain tunnel

(2016) Hua Xu et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Damage observation and assessment of the Longxi tunnel during the Wenchuan earthquake

(2016) Haitao Yu et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Model test to investigate failure mechanism and loading characteristics of shallow-bias tunnels with small clear distance

(2016) Ming-feng Lei et al.   Journal of Central South University

Model test to investigate the failure mechanisms and lining stress characteristics of shallow buried tunnels under unsymmetrical loading

(2015) Mingfeng Lei et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

3-D shell analysis of structure in portal section of mountain tunnel under seismic SH wave action

(2015) Lianjin Tao et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Shaking table tests of tunnel linings in progressive states of damage

(2015) Z.Z. Wang et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Surrounding rock pressure of shallow-buried bilateral bias tunnels under earthquake

(2015) Xin-Rong Liu et al.   Geomechanics and Engineering

Damage evolution of tunnel portal during the longitudinal propagation of Rayleigh waves

(2014) Dong Wu et al.   NATURAL HAZARDS

Large Scale Tests on Jointed and Bedded Rocks Under Multi-Stage Triaxial Compression and Direct Shear

(2014) Maximiliano R. Vergara et al.   ROCK MECHANICS AND ROCK ENGINEERING

Cracking mechanism of secondary lining for a shallow and asymmetrically-loaded tunnel in loose deposits

(2014) J.Z. Xiao et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Pressure tunnels in non-uniform in situ stress conditions

(2014) T.D.Y.F. Simanjuntak et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Model test study on the dynamic response of the portal section of two parallel tunnels in a seismically active area

(2010) Tiecheng Sun et al.   TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY