Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (11): 3585-3614.doi: 10.16285/j.rsm.2024.1564

• Geotechnical Engineering • Previous Articles     Next Articles

Research progress on dynamic failure and reinforcement of stratified rock slopes

ZHAO Fei1, 2, SHI Zhen-ming1, 2, YU Song-bo1, 2, ZHOU Yuan-yuan3, LI Bo1, 2, CHEN Jian-feng1, 2, ZHANG Qing-zhao1, 2, ZHENG Hong-chao4   

  1. 1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 3. College of Transportation Engineering, Nanjing Tech University, Nanjing, Jiangsu 211816, China; 4. Faculty of Engineering, China University of Geosciences, Wuhan, Hubei 430078, China
  • Received:2024-12-18 Accepted:2025-04-29 Online:2025-11-14 Published:2025-11-11
  • Supported by:
    This work was supported by the National Key Research and Development Program of China (2023YFC3008300, 2019YFC1509700).

Abstract: Stratified rock slopes are prone to damage under strong earthquake, leading to geological disasters such as crumbling, landslides and debris flow, and their stability evaluation and support structure optimization are key issues for engineering construction and academic research. Based on field investigations, theoretical analyses, numerical simulations and physical model tests in strong earthquake regions, scholars at home and abroad have carried out a lot of fruitful researches on the damage mechanism and reinforcement measures of rock slopes in strong earthquake regions. Starting from four aspects, including destabilization and damage characteristics of laminated rock slopes, types of support structures, reinforcement mechanisms of support structures and new seismic support structures, the research status of rock slope support structures under strong earthquakes is systematically reviewed, the shortcomings in the current basic research and technical methods of support structures are indicated, and the future research and development directions of seismic support structures for slopes are prospected. This study provides theoretical support for revealing the instability mechanisms and reinforcement strategies of stratified rock slopes in strong earthquake regions, while establishing a scientific foundation for developing more reliable support structures.

Key words: strong earthquake region, stratified rock slope, dynamic failure characteristics, support structures, reinforcement mechanism

CLC Number: 

  • P 642
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