Study on the Combination Measurement of Rockfall Embankments and Rock Shed on Steep Slopes

Author:

Liu Qi1,Liu Xian-Feng2,Huang Wei3,Tan Wei3,Wang Tong1,Yuan Sheng-Yang4,He Peng5

Affiliation:

1. PhD candidate, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan, P. R. China; School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, P. R. China

2. Professor, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan, P.R. China; School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, P. R. China; School of Civil Engineering, Xinjiang Institute of Engineering, Urumqi, Xinjiang, P. R. China (corresponding author: )

3. MSc candidate, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan, P. R. China; School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, P. R. China

4. Associate Professor, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan, P. R. China; School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, P. R. China

5. Engineer, State Key Laboratory of Rail Transit Engineering Informatization (FSDI), Xi'an, Shaanxi, P. R. China; Shaanxi Railway and Underground Traffic Engineering Key Laboratory (FSDI), Xi'an, Shaanxi, P. R. China

Abstract

With the widespread construction of railways, many mountainous single-line railway yards need to be expanded, and existing protection measures against rockfall are inadequate to protect stations and other infrastructure following expansion. Based on the actual engineering background, in this paper the movement trajectory of falling rocks on a high and steep slope is simulated using RocFall software, and the bouncing height, movement speed and impact energy of falling rocks are derived. According to the numerical simulation results, the rockfall protection measure of rockfall drapery systems plus the combination of rockfall embankments and rock sheds is proposed. The structure of a rockfall embankment–rock shed is a new type of combined protection measure, in which the rockfall embankments are built on top, with the existing rock shed or new portal foundation and top plate working as the lower foundation. This study shows that this new combination structure can resist the impact of falling rocks with a high factor of safety; the effective interception height of rockfall embankments is increased and the problem of rockfall crossing is solved with the construction of rockfall embankments on top of a rock shed or portal foundation.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Cited by 1 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. Dynamic behaviour of new anchor cable ribbed rockfall retaining walls on rock shed;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2024-01-04

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