Strength, deformability and permeability of kakiritic rocks from the Gotthard base tunnel-Reference-Cited by-同舟云学术

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Strength, deformability and permeability of kakiritic rocks from the Gotthard base tunnel

Published:2023-09 Issue:9 Volume:15 Page:2224-2237
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Vogelhuber Martin,Pimentel Erich,Anagnostou Georgios^ORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Time-dependent Behaviour of Tunnels Excavated in Shale;Aristorenas,1992

2. Tunnels in Swelling Ground – Simulation of 3D Stress Paths by Triaxial Laboratory Testing;Barla,1999

3. A Contribution to the Design of Tunnels in Argillaceous Rock;Bellwald,1990

4. The Measurement of Soil Properties in the Triaxial Test;Bishop,1962

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1. Study on the Rationality of Tunnel Plane Strain Model Based on Stress Release Principle;Lecture Notes in Civil Engineering;2024

2. Hydromechanical characterization of gas transport amidst uncertainty for underground nuclear explosion detection;Journal of Rock Mechanics and Geotechnical Engineering;2023-12

3. Effects of Creep on Shield Tunnelling Through Squeezing Ground;Rock Mechanics and Rock Engineering;2023-11-24

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