Zhang et al., 2019 - Google Patents
Study on slope stability due to the influence of excavation of the high-speed rail tunnelZhang et al., 2019
View HTML- Document ID
- 16173796760656420819
- Author
- Zhang Q
- Wang J
- Wang W
- Bai S
- Lin P
- Publication year
- Publication venue
- Geomatics, Natural Hazards and Risk
External Links
Snippet
In this study, based on a high-speed railway tunnel project undercrossing slope, model tests and numerical simulation methods were carried out to study the interaction law of tunnel excavation and slope stability. Firstly, the numerical model of finite element analysis and the …
- 238000009412 basement excavation 0 title abstract description 98
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
- G01V5/00—Prospecting or detecting by the use of nuclear radiation, e.g. of natural or induced radioactivity
- G01V5/02—Prospecting or detecting by the use of nuclear radiation, e.g. of natural or induced radioactivity specially adapted for surface logging, e.g. from aircraft
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Zhang et al. | Study on slope stability due to the influence of excavation of the high-speed rail tunnel | |
Li et al. | Development of compound EPB shield model test system for studying the water inrushes in karst regions | |
Qiu et al. | Structural response of the metro tunnel under local dynamic water environment in loess strata | |
Zhang et al. | Large-scale geo-mechanical model tests for the stability assessment of deep underground complex under true-triaxial stress | |
Mazek et al. | Finite element model of Cairo metro tunnel-Line 3 performance | |
Xu et al. | Soil disturbance of Shanghai silty clay during EPB tunnelling | |
Zhou et al. | Combined prediction model for mining subsidence in coal mining areas covered with thick alluvial soil layer | |
Sun et al. | Dynamic response characteristics and failure mode of a bias loess tunnel using a shaking table model test | |
Wileveau et al. | Similarities in the hydromechanical response of Callovo-Oxfordian clay and Boom Clay during gallery excavation | |
Cui et al. | A large 3D laboratory test on the deformation characteristic of shallow loess tunnel under different plastic states | |
Long et al. | Study on the damage characteristics of overburden of mining roof in deeply buried coal seam | |
Zhang et al. | A cross-river tunnel excavation considering the water pressure effect based on DEM | |
Zhao et al. | Similar model test of a mudstone-interbedded–sandstone-bedding rock tunnel | |
Cao et al. | Theoretical prediction of ground settlements due to shield tunneling in multi-layered soils considering process parameters | |
Ding et al. | Ground settlement caused by shield tunneling in soil-rock composite strata | |
Sun et al. | Inclination effect of coal mine strata on the stability of loess land slope under the condition of underground mining | |
Lu et al. | Numerical simulation of dynamic response law of intersecting metro tunnels in upper and lower strata | |
Ma et al. | Experimental study on deformation and failure characteristics and monitoring and early warning of surrounding rock of tunnel crossing sliding surface | |
Zhou et al. | Study on pressure arch effect of xigeda strata tunnel based on experiment and discrete element simulation | |
Tang et al. | Experimental investigation on deformation-failure mechanisms of a shallow-bias large-section loess tunnel induced by rainfall | |
Trofymchuk et al. | Landslide stabilization in building practice: methodology and case study from Autonomic Republic of Crimea | |
Xu et al. | Overburden migration and failure characteristics in mining shallow buried coal seam with thick loose layer | |
Wang et al. | How large is the collapsed area of ground collapse induced by tunnelling | |
Zhang et al. | Fracture development and fractal characteristics of overburden rock under repeated mining | |
Li et al. | Stress analysis of primary support arch cover excavation in metro station based on 3D geomechanical model experiment |