Nothing Special   »   [go: up one dir, main page]

Li et al., 2013 - Google Patents

Bidirectional construction process mechanics for tunnels in dipping layered formation

Li et al., 2013

Document ID
17684860432318733980
Author
Li S
Hu C
Li L
Song S
Zhou Y
Shi S
Publication year
Publication venue
Tunnelling and Underground Space Technology

External Links

Snippet

The geological conditions surrounding the Tianpingshan Tunnel of the Gui-Guang railway in Guizhou Province are very complex. To study the mechanical regularity of the Tianpingshan Tunnel during construction process, a 3-D physical model was carried out based on the …
Continue reading at www.sciencedirect.com (other versions)

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
    • E21B49/006Measuring wall stresses in the borehole
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E21B43/25Methods for stimulating production
    • E21B43/26Methods for stimulating production by forming crevices or fractures
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/02Portable drilling rigs, truck-or skid-mounted, with their own drive
    • E21B7/025Rock drills, i.e. jumbo drills
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/48Chocks or the like
    • E21D15/483Chocks or the like made of flexible containers, e.g. inflatable, with or without reinforcement, e.g. filled with water, backfilling material or the like
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Similar Documents

Publication Publication Date Title
Li et al. Bidirectional construction process mechanics for tunnels in dipping layered formation
Tao et al. A physical modeling-based study on the control mechanisms of Negative Poisson's ratio anchor cable on the stratified toppling deformation of anti-inclined slopes
Li et al. Model test study on surrounding rock deformation and failure mechanisms of deep roadways with thick top coal
Ju et al. Numerical analysis of the dynamic evolution of mining-induced stresses and fractures in multilayered rock strata using continuum-based discrete element methods
Xing et al. Effect of rock mass and discontinuity mechanical properties and delayed rock supporting on tunnel stability in an underground mine
Wang et al. Experimental research and application of automatically formed roadway without advance tunneling
Lu et al. Three-dimensional physical model experiment of mining-induced deformation and failure characteristics of roof and floor in deep underground coal seams
Ng et al. Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile
Zhang et al. Physical model test and numerical simulation for the stability analysis of deep gas storage cavern group located in bedded rock salt formation
Li et al. Displacement characteristics of high-speed railway tunnel construction in loess ground by using multi-step excavation method
Lambrughi et al. Development and validation of a 3D numerical model for TBM–EPB mechanised excavations
Huang et al. The effect of weak interlayer on the failure pattern of rock mass around tunnel–Scaled model tests and numerical analysis
Li et al. Large scale three-dimensional seepage analysis model test and numerical simulation research on undersea tunnel
Karakus et al. Back analysis for tunnelling induced ground movements and stress redistribution
Wang et al. Stability investigations around a mine tunnel through three-dimensional discontinuum and continuum stress analyses
Wang et al. Finite element analysis of the hydro-mechanical behavior of an underground crude oil storage facility in granite subject to cyclic loading during operation
Kulatilake et al. Investigation of stability of a tunnel in a deep coal mine in China
Do et al. Behavior of noncircular tunnels excavated in stratified rock masses–Case of underground coal mines
Zhang et al. Large-scale geo-mechanical model tests for the stability assessment of deep underground complex under true-triaxial stress
Chu et al. Mechanical behavior of a twin-tunnel in multi-layered formations
Vardakos et al. Back-analysis of Shimizu Tunnel No. 3 by distinct element modeling
Fang et al. Scale model test of highway tunnel construction underlying mined-out thin coal seam
Lee Numerical analysis of pile response to open face tunnelling in stiff clay
Do et al. Verifying discontinuous deformation analysis simulations of the jointed rock mass behavior of shallow twin mountain tunnels
Zhu et al. Failure and stability analysis of deep soft rock roadways based on true triaxial geomechanical model tests