[go: up one dir, main page]

Zhu et al., 2010 - Google Patents

Large-scale geomechanical model testing of an underground cavern group in a true three-dimensional (3-D) stress state

Zhu et al., 2010

View PDF
Document ID
8626634600182122967
Author
Zhu W
Zhang Q
Zhu H
Li Y
Yin J
Li S
Sun L
Zhang L
Publication year
Publication venue
Canadian Geotechnical Journal

External Links

Snippet

The stability of a large cavern group at great depth is discussed on the basis of large-scale three-dimensional (3-D) geomechanical model tests and numerical simulations. The model tests are described in detail. Improvements in the tests were made in terms of experimental …
Continue reading at www.academia.edu (PDF) (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
    • E21B47/00Survey of boreholes or wells
    • E21B47/10Locating fluid leaks, intrusions or movements
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/16Receiving elements for seismic signals; Arrangements or adaptations of receiving elements
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them

Similar Documents

Publication Publication Date Title
Zhu et al. Large-scale geomechanical model testing of an underground cavern group in a true three-dimensional (3-D) stress state
Qiu et al. Structural response of the metro tunnel under local dynamic water environment in loess strata
Al Heib et al. On the use of 1g physical models for ground movements and soil-structure interaction problems
Mu et al. Monitoring, modelling and prediction of segmental lining deformation and ground settlement of an EPB tunnel in different soils
Ng et al. Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand
Wu et al. Application of distributed fiber optic sensing technique in land subsidence monitoring
Zhang et al. True three-dimensional geomechanical model tests for stability analysis of surrounding rock during the excavation of a deep underground laboratory
Peng et al. Field measurements and finite-element method simulation of a tunnel shaft constructed by pneumatic caisson method in Shanghai soft ground
Zhang et al. Large-scale geo-mechanical model tests for the stability assessment of deep underground complex under true-triaxial stress
Xue et al. Deformation rule and mechanical characteristic analysis of subsea tunnel crossing weathered trough
Golpasand et al. Impact of pre-existent Qanats on ground settlements due to mechanized tunneling
Adamo et al. Dam safety: Use of instrumentation in dams
Nadimi et al. Triaxial creep tests and back analysis of time-dependent behavior of Siah Bisheh cavern by 3-Dimensional Distinct Element Method
Wang et al. Monitoring the dynamic response of the overlying rock–soil composite structure to underground mining using BOTDR and FBG sensing technologies
Verma et al. Assessment of tunnel instability—a numerical approach
Basnet Evaluation on the Squeezing Phenomenon at the Headrace Tunnel of Chameliya Hydroelectric Project, Nepal
Wang et al. Mechanical performances of pressure arch in thick bedrock during shallow coal mining
Zhang et al. Distribution characteristics of the advance abutment pressure in a deep stope
Shi et al. Performance evaluation of long pipe roof for tunneling below existing highway based on field tests and numerical analysis: Case study
Niu et al. Model test and back analysis of shield tunnel load distribution in soft clay
Zhao et al. Review of geomechanical similar-material test systems
Wan et al. Lessons learnt from installation of field instrumentation
Xu et al. Displacement ratio dichotomy back analysis of surrounding rock-initial support system of weathered rock tunnel
Latapie et al. A review of piling industry practices in Dubai, UAE: proposed UCS-based correlations
Zou et al. An effective method for real-time estimation of slope stability with numerical back analysis based on particle swarm optimization