Buffering Effect of Overlying Sand Layer Technology for Dealing with Rockfall Disaster in Tunnels and a Case Study-Reference-Cited by-同舟云学术

Buffering Effect of Overlying Sand Layer Technology for Dealing with Rockfall Disaster in Tunnels and a Case Study

Published:2020-08 Issue:8 Volume:20 Page:04020127
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xu Z.H.¹^ORCID,Wang W.Y.²,Lin P.³^ORCID,Wang X.T.⁴,Yu T.F.⁴

Affiliation:

1. Professor, School of Qilu Transportation, Shandong Univ., Jinan, Shandong 250061, China; Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China; SinoProbe Center-China Deep Exploration Center, Chinese Academy of Geological Sciences, Beijing 100037, China. ORCID: .

2. Ph.D. Student, School of Qilu Transportation, Shandong Univ., Jinan, Shandong 250061, China; Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China.

3. Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China (corresponding author). ORCID: .

4. Ph.D. Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan, Shandong 250061, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001751

Reference35 articles.

1. Numerical Study of the Mechanical Behavior of Nonpersistent Jointed Rock Masses

2. Evolution of the micromechanical properties of impacted granular materials;Bourrier F.;C.R. Mec.,2010

3. Experimental and numerical study of rock-fall impacts on granular soils;Calvetti F.;Riv. Ital. Geotecn.,2005

4. Loading effects on rock shed by three dimensional rockfall simulation;Chia-Ming L. O.;Tunnel Constr.,2007

5. Computational prediction of performance for a full scale Isamill: Part 1—Media motion and energy utilisation in a dry mill;Cleary P. W.;Miner. Eng.,2015

Cited by 8 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. Face Stability Assessment for Karst Tunnelling across a Filling-type Karst Cave;KSCE Journal of Civil Engineering;2024-05-31

2. Impact resistance performance and optimization of the sand-EPE composite cushion in rock sheds;Journal of Mountain Science;2024-02

3. Application of AHP-ICM and AHP-EWM in Collapse Disaster Risk Mapping in Huinan County;ISPRS International Journal of Geo-Information;2023-09-28

4. Experimental and numerical investigation of transient dynamic response on reinforced concrete tunnels against repeated impact loads;International Journal of Impact Engineering;2023-08

5. Experimental and Numerical Investigation on Soft Soil Tunnels Under Impact Loading Condition;Journal of Vibration Engineering & Technologies;2023-04-27