Model experimental study on controlled blasting of slit charge in deep rock mass-Reference-Cited by-同舟云学术

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Model experimental study on controlled blasting of slit charge in deep rock mass

Published:2020-11 Issue: Volume:138 Page:106318
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Yang Liyun,Huang Chen,Bao Shijun,Zhang Lanyue

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference29 articles.

1. A study of excavation sequence and contour blasting method for underground powerhouses of hydropower stations;Lu;Tunn Undergr Sp Tech,2012

2. Laboratory study on the dynamic response of rock under blast loading with active confining pressure;He;Int J Rock Mech Min Sci,2018

3. Damage evolution mechanisms of rock in deep tunnels induced by cut blasting;Xie;Tunn Undergr Sp Tech,2016

4. Analysis of damage mechanisms and optimization of cut blasting design under high in-situ stresses;Xie;Tunn Undergr Sp Tech,2017

5. On the fracture process in blasting;Kutter;Int J Rock Mech Min Sci,1978

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1. Study on fracture characteristics of surrounding rock of twin tunnels under various crack inclination and location conditions;International Journal of Impact Engineering;2024-12

2. Research on directional blasting of multiple slit charge;Engineering Fracture Mechanics;2024-09

3. Study on blast‐induced cracks penetration characteristics of double water jet slotted boreholes;Energy Science & Engineering;2024-06-06

4. Numerical study on dynamic cracking characteristic and mechanism of quasi-brittle materials under impulsive loading;Theoretical and Applied Fracture Mechanics;2024-06

5. Fracture behavior in blasting under different static stresses and high stress unloading;Fatigue & Fracture of Engineering Materials & Structures;2024-03-04

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