AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (6.9 MB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline
Open Access

Deterioration Mechanism and Evaluation of Rock Mass in the Hydro-Fluctuation Belt of Qutang Gorge in the Three Gorges Reservoir Area

Jian Wen1,2, Huilei Wang3,4( ), Liming Hu1, Wei Li4,5, Meng Wu6
Department of Hydraulic and Hydroelectric Engineering, Tsinghua University, Beijing 100084, P. R. China
Chongqing Institute of Geology and Mineral Resources Surveying and Mapping Co., Ltd., Chongqing 401100, P. R. China
School of Business Administration, Chongqing Technology and Business University, Chongqing 400067, P. R. China
Chongqing Nanjiang Survey, Design and Co., Ltd., Chongqing 401121, P. R. China
College of Resources and Safety, Chongqing University, Chongqing 400030
Chongqing Institute of Geology and Mineral Resources, Chongqing 401120, P. R. China
Show Author Information

Abstract

Chongqing Port is located in the upper reaches of the Yangtze River Economic Corridor and is deeply integrated with the Belt and Road Initiative. After the impoundment of the Three Gorges Reservoir Area, a hydro-fluctuation belt about 30 meters high has been formed. The rock masses on both sides of the reservoir area are eroded by long-term cyclic immersion, resulting in the deterioration and damage of the rock masses, and triggering disasters such as landslides, collapses, and chain-generated surges. The geological environment of the hydro-fluctuation belt has become increasingly severe, and the geological disaster risks on both sides of the reservoir area have increased significantly, seriously threatening the safety of the Yangtze River waterway and the Qutang Gorge Scenic Area. In this paper, various means such as field investigation, field tests, engineering geophysical prospecting, geological mapping, and engineering surveying are used to study the deterioration degree of the rock masses in the hydro-fluctuation belt on both sides of Qutang Gorge. It is considered that there are four types of rock mass deterioration in the Qutang Gorge hydro-fluctuation area, namely, crack expansion and new formation, corrosion/suffusion, loosening and erosion, and erosion of soft-hard interbedded layers. The failure modes of the rock mass deterioration zone in the hydro-fluctuation area include rock falling-collapse, fault-collapse, corrosion-toppling, and buckling-sliding failure. An evaluation system for the degree of rock mass deterioration is constructed from aspects such as rock mass structure, structural planes, soft layer zones, rock mass defects, slope deformation characteristics, the sensitivity characteristics of rock strength under the action of stress-water, and the integrity degree grade of the rock mass. Qualitative and semi-quantitative evaluations of the degree of rock mass deterioration are carried out. It is considered that the degree of rock mass deterioration in the hydro-fluctuation belt of Qutang Gorge is relatively intense, and locally intense.

CLC number: X43 Document code: A Article ID: 1673-0836(2025)增1-0144-13

References

【1】
【1】
 
 
Chinese Journal of Underground Space and Engineering
Pages 144-156

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
Wen J, Wang H, Hu L, et al. Deterioration Mechanism and Evaluation of Rock Mass in the Hydro-Fluctuation Belt of Qutang Gorge in the Three Gorges Reservoir Area. Chinese Journal of Underground Space and Engineering, 2025, 21(S1): 144-156. https://doi.org/10.20174/j.JUSE.2025.S1.18

506

Views

3

Downloads

0

Crossref

0

Scopus

0

CSCD

Received: 20 May 2025
Published: 01 August 2025
© 2025 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).