Analysis of the interfacial landslide mechanism based on asperity theory: a case study of Baotou Aviation Industrial Park, Inner Mongolia-Reference-Cited by-同舟云学术

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Analysis of the interfacial landslide mechanism based on asperity theory: a case study of Baotou Aviation Industrial Park, Inner Mongolia

Published:2024-01 Issue:1 Volume:83 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Yuan-hao Xing^ORCID,Chi Li^ORCID,Bao-long Zhang^ORCID,Chao Wang^ORCID,Shuan-hu Li^ORCID,Yu Gao^ORCID

Funder

Basic Scientific Research Expenses Program of Universities directly under Inner Mongolia Autonomous Region

Science and Technology Plan Project of Inner Mongolia Autonomous Region

Scientific Research Project of Inner Mongolia University of Technology

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10064-023-03540-6.pdf

Reference27 articles.

1. Alimohammadlou Y, Tanyu BF et al (2021) Automated landslide detection model to delineate the extent of existing landslides. Nat Hazards 107:1639–1656. https://doi.org/10.1007/S11069-021-04650-8

2. Ávila FF, Alvalá RC et al (2021) The influence of land use/land cover variability and rainfall intensity in triggering landslides: a back-analysis study via physically based models. Nat Hazards 105:1139–1161. https://doi.org/10.1007/s11069-020-04324-x

3. Calcaterra S, Cesi C, Maio CD, Gambino P et al (2012) Surface displacements of two landslides evaluated by GPS and inclinometer systems: a case study in Southern Apennines, Italy. Nat Hazards 61:257–266. https://doi.org/10.1007/s11069-010-9633-3

4. Chen G, Meng XM, Qiao L, Zhang Y, Wang SY (2017) Response of a loess landslide to rainfall: observations from a field artificial rainfall experiment in Bailong River Basin, China. Landslides 15:895–911. https://doi.org/10.1007/s10346-017-0924-6

5. Chen HR, Qin SQ, Xue L et al (2018) A physical model predicting instability of rock slopes with locked segments along a potential slip surface[J]. J Eng Geol 242(1):34–43. https://doi.org/10.1016/j.enggeo.2018.05.012

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