The Key Parameters Involved in a Rainfall-Triggered Landslide

Author:

Oliveira Elisangela do PradoORCID,Acevedo Andrés Miguel González,Moreira Virnei SilvaORCID,Faro Vitor Pereira,Kormann Alessander Christopher Morales

Abstract

In addition to the intensity of precipitation, the different hydraulic and mechanical properties of a soil hill can also be responsible for landslides. More specifically, the same rainfall amount can trigger or not trigger a mass movement depending on its characteristics. This issue represents a great geotechnical hazard in mountainous regions such as Brazil, Italy, South Africa, Japan and Hong Kong. The understanding of each of the key factors involved in a rainfall-triggered landslide can be deepened and also quantified. Thus, this research defines, through a numerical model, which parameters are the key factors involved in slope stability. A homogeneous and unsaturated hill was studied. Its different hydraulic and mechanical properties were varied. Geometry and mechanical parameters were shown to exert the greatest influence on stability. Hydraulic parameters, for the same amount of rain, showed a lower influence. The fitting parameters of the soil–water characteristic curve of the materials had a low impact on stability when compared to other parameters assessed. Our conclusions can help future laboratory and field studies to focus more on the accuracy and confidentiality of the key parameters. The results are also important as they give direction to studies related to precipitation threshold definition.

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Reference64 articles.

1. Brand, E.W., Premchitt, J., and Phillipson, H.B. (1984, January 16–21). Relationship between rainfall and landslides in Hong Kong. Proceedings of the 4th International Symposium on Landslides, Toronto, ON, Canada.

2. A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage;Comput. Geotech.,1998

3. Influence of hydraulic properties on physically modelling slope stability and the definition of rainfall thresholds for shallow landslides;Geomorphology,2020

4. The genesis of a numerical model for the study of the hydrogeology of a steep hillside in Hong Kong;Q. J. Eng. Geol. Hydrogeol.,1982

5. Transient seepage model for saturated–unsaturated soil systems: A geotechnical engineering approach;Can. Geotech. J.,1987

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

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3