Data for: Regression model for predicting tunnel strain in strain-softening rock mass for underground openings

Published: 7 May 2019| Version 1 | DOI: 10.17632/n8m8gy9v59.1
Contributors:
Lan Cui,
Zhen CUI,
An Wang,
Qian Sheng,
Qiang Shen

Description

Evaluation of geological parameters for strain-softening rock mass with Hoek-Brown failure criterion. Based on the poposed method, the strength prameters and deformation parameters for the strain-softening rock mass can be determined by GSI.

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Categories

Geotechnical Engineering, Excavation Rock

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