The behaviour of tunnels at great depth under large static and dynamic pressures-Reference-Cited by-同舟云学术

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The behaviour of tunnels at great depth under large static and dynamic pressures

Published:2001-01 Issue:1 Volume:16 Page:41-48
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Ortlepp William David

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference6 articles.

1. A viscoplastic approach to the modelling of time-dependent rock behaviour at Hartebeesfontein gold mine;Malan,1999

2. Perfomance of an experimental tunnel subjected to stresses ranging from 50 MPa to 230 MPa;Ortlepp,1984

3. High ground displacement velocities associated with rockburst damage;Ortlepp,1993

4. Rock fracture and rockbursts;Ortlepp,1997

5. Rockburst mechanisms in tunnels and shafts;Ortlepp;Tunnelling Underground Space Technol.,1994

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1. Experimental investigation on rockburst characteristics of highly stressed D-shape tunnel subjected to impact load;Underground Space;2024-12

2. Dynamic fracture mechanism and fragment characteristics of sandstone specimens with asymmetrical conjugate fissures under static pre-compression;Scientific Reports;2024-09-11

3. True triaxial modeling test of high-sidewall underground caverns subjected to dynamic disturbances;Journal of Rock Mechanics and Geotechnical Engineering;2024-09

4. Dynamic tensile failure mechanism of hollow rocks: a numerical study based on AE moment tensors;Environmental Earth Sciences;2024-08-31

5. Theoretical Analysis of Energy Distribution Characteristics in Deeply Buried Circular Tunnels with a Revealed Cave;Buildings;2024-07-29

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