Failure mechanism and damage assessment of talus slopes with varied gradation under seismic loading
Authors:
- 12 February 2026
- journal article
- research article
- Published by Springer Nature in Landslides
- Vol. 23 (6) , 1765-1778
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (41977235)
- National Natural Science Foundation of China (52478361)
This publication has 15 references indexed in Scilit:
- Shaking table test study of anti-dip rock slope with complex structural plane under earthquakeBulletin of Engineering Geology and the Environment, 2024
- Dynamic response and failure characteristics of a slope with bedrock subjected to earthquakes and rainfall in shaking table testsBulletin of Engineering Geology and the Environment, 2024
- Shear failure analysis of slip zone soil with different coarse particle shapes: Visualized shear test and PIV technologyEngineering Failure Analysis, 2024
- Hazard assessment of earthquake-induced landslides by using permanent displacement model considering near-fault pulse-like ground motionsBulletin of Engineering Geology and the Environment, 2021
- Recent expansion of talus slopes in the northern Taihang Mountain Range, China: an example from the Xiaowutai RegionLandslides, 2021
- Dynamic response characteristics and failure mode of slopes on the loess tableland using a shaking-table model testLandslides, 2020
- Numerical investigation of landslide kinetics for the recent Mabian landslide (Sichuan, China)Landslides, 2019
- Three (nearly) complete inventories of landslides triggered by the May 12, 2008 Wenchuan Mw 7.9 earthquake of China and their spatial distribution statistical analysisLandslides, 2013
- A kinematic model of the Hsiaolin landslide calibrated to the morphology of the landslide depositEngineering Geology, 2011
- Landslides induced by the 2008 Wenchuan earthquake, Sichuan, ChinaGeomorphology, 2010