A multiple-graph technique for preliminary assessment of ground conditions for tunneling-Reference-Cited by-同舟云学术

A multiple-graph technique for preliminary assessment of ground conditions for tunneling

Published:2017-12 Issue: Volume:100 Page:278-286
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Majumder Dipaloke,Viladkar M.N.,Singh Mahendra

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference57 articles.

1. The rock mass index (RMi) applied in rock mechanics and rock engineering;Palmström;J Rock Mech Tunn Technol,1996

2. Rock Mechanics Design in Mining and Tunneling;Bieniawski,1984

3. Indian experiences with Q and RMR systems;Goel;Tunn Undergr Sp Technol,1995

4. Goel RK, Jethwa JL, Paithankar AG. An empirical approach for predicting ground condition for runnelling and its practical benefits. In: University of Nevada, ed. The 35th U.S. Symposium on Rock Mechanics (USRMS), 5-7 June,. Reno, Nevada:431-435; 1995.

5. Tunnel for roads and motorways;Wood;J Eng Geol,1972

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of Anisotropic Stress Conditions on Tunnel Deformation and Sequential Excavation Performance in Rock Mass;Journal of the Geological Society of India;2023-07-06

2. Numerical Modelling of Tunnels Excavated in Squeezing Ground Condition: A Case Study;Arabian Journal for Science and Engineering;2022-08-10

3. Predicting tunnel squeezing using support vector machine optimized by whale optimization algorithm;Acta Geotechnica;2022-01-29

4. Tunnels in squeezing clay-rich rocks;Underground Space;2021-08

5. Revisiting the assessment of squeezing condition and energy absorption of flexible supports: A mine development case;Tunnelling and Underground Space Technology;2021-02