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ORIGINAL RESEARCH article

Front. Earth Sci.

Sec. Geohazards and Georisks

Volume 13 - 2025 | doi: 10.3389/feart.2025.1526229

Two Loess Landslide at the Same Hillslope Triggered by the Mw 5.9 Minxian-Zhangxian earthquake in China (July 22, 2013): A Comparative Analysis of Landslide Mechanisms

Provisionally accepted
Kun Liu Kun Liu 1,2,3*Lanmin Wang Lanmin Wang 1,2,3Junjie Sun Junjie Sun 4Shunhua Xu Shunhua Xu 1,2,3Yuxia Lu Yuxia Lu 1,2,3Wentong Tian Wentong Tian 1,2,3Fucun Lu Fucun Lu 1
  • 1 Lanzhou Earthquake Research Institute, China Earthquake Administration, Lanzhou, China
  • 2 Key Laboratory of Loess Earthquake Engineering, China Earthquake Administration & Gansu Province, lanzhou, China
  • 3 Gansu Earthquake Agency, lanzhou, China
  • 4 College of Civil Engineering and Architecture, Wenzhou University, wenzhou, China

The final, formatted version of the article will be published soon.

    Strong earthquakes and heavy rainfall are recognized as significant triggers of landslides, where the failure characteristics are intricately controlled by internal geological conditions of the slope. This study focuses on the investigation of two landslides triggered by the 2013 Minxian-Zhangye earthquake (Mw = 5.9, USGS). These landslides occurred on the Wamuchi slope, located approximately 22 km east of the epicenter in Minxian County, Gansu Province. Despite being less than 100 meters apart, the two landslides exhibited significantly different flow sliding characteristics.The western landslide had a sliding distance of approximately 1.124 kilometers, resulting in 12 fatalities, while the eastern landslide covered a distance of about 340 meters.To further analyze the mechanisms of the two landslides and the reasons behind the differences in their flow sliding characteristics, we conducted field investigations and laboratory tests, including drilling, high-density electrical testing, UAV photography, and dynamic triaxial testing. A comparative analysis was performed on the landslide morphology, hydrogeological conditions, topography, and site-specific factors for both landslides.The results indicate that both landslides were triggered by a combination of seismic activity and rainfall. However, differing geological, hydrological, and topographical conditions, as well as site-specific influences, led to distinct mechanisms for each landslide, resulting in significant variations in their sliding characteristics.Understanding the initiation and movement mechanisms of such flowslides on slopes is crucial for effective landslide hazard analysis and mitigation strategies.of the Tibetan Plateau in Gansu, China (Fig. 1). The strong earthquake left 95 people dead, 2414 people injured, and an economic loss of more than $5 billion U.S. dollars (L. M.

    Keywords: Loess flowslide, combined effects, Liquefaction, Shattering loess, Site effects

    Received: 11 Nov 2024; Accepted: 10 Feb 2025.

    Copyright: © 2025 Liu, Wang, Sun, Xu, Lu, Tian and Lu. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

    * Correspondence: Kun Liu, Lanzhou Earthquake Research Institute, China Earthquake Administration, Lanzhou, China

    Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.

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