黄土地震滑坡研究综述与展望

钱法桥; 邓亚虹; 刘凡; 门欢

doi:10.16031/j.cnki.issn.1003-8035.202401020

黄土地震滑坡研究综述与展望

1.
长安大学地质工程与测绘学院，陕西西安　710054

2.
矿山地质灾害成灾机理与防控重点实验室，陕西西安　710054

基金项目: 国家自然科学基金项目(41772275)

详细信息

作者简介: 钱法桥（1997—），男，重庆云阳人，博士研究生，主要从事地质灾害及地震工程方面的研究。E-mail：2020226080@chd.edu.cn

通讯作者: 邓亚虹（1978—），男，湖南安化人，教授，博士，主要从事土动力学及地震工程方面的研究。E-mail：dgdyh@chd.edu.cn

中图分类号: P642.22

收稿日期: 2024-01-13

修回日期: 2024-04-26

录用日期: 2024-07-16

刊出日期: 2024-10-25

A review of earthquake-induced loess landslides research and future prospects

1.
College of Geology Engineering and Geomatics, Chang’an University, Xi’an, Shaanxi　710054, China

2.
Key Laboratory of Mine Geological Hazards Mechanism and Control, Xi’an, Shaanxi　710054, China

Fund Project: National Natural Science Foundation of China(41772275)

More Information

Corresponding author: DENG Yahong, dgdyh@chd.edu.cn

Received Date: 13 January 2024

Revised Date: 26 April 2024

Accepted Date: 16 July 2024

Publish Date: 25 October 2024

摘要

摘要:
黄土地区地貌形态复杂，地震频发，地震滑坡灾害严重。黄土地震滑坡受多种因素影响，包括黄土边坡地形地貌、地层岩性、动力响应，黄土强度和动力特性，水文地质条件等。目前，黄土地震滑坡研究主要采用室内试验、物理与数值模型试验、野外调研、遥感与监测等手段，研究内容包括黄土地震滑坡成因机理、发育特征与分布、滑坡动力响应和稳定性等方面。文章阐述了黄土地震滑坡国内外研究现状，介绍了一种考虑地震波动特性的拟动力评价方法，并对基于拟动力法开展黄土地震滑坡研究进行了展望。通过分析黄土地震滑坡力学成因机制、研究黄土滑坡地震液化现象、讨论黄土地震滑坡失稳特征，提出能够精确评价黄土地震滑坡稳定性的计算方法，可以为黄土地区防震减灾提供理论依据，也是今后研究的重点。
- 拟动力法 /
- 黄土 /
- 地震 /
- 滑坡 /
- 边坡
Abstract:
The loess region is characterized by complex geomorphological patterns. This region is prone to frequent earthquakes with serious seismic landslide disasters. Loess seismic landslides are affected by a variety of factors, including the topography and geomorphology of loess slopes, stratigraphic lithology, dynamic responses, strength and dynamic characteristics of loess, and hydrogeological conditions. Current research on loess seismic landslides primarily involves laboratory experiments, physical and numerical simulations, field investigations, and remote sensing and monitoring techniques. The research focuses on the mechanisms, development characteristics, distribution, dynamic responses, and stability of loess seismic landslides. This paper reviews the current state of both domestic and international research on loess seismic landslides, introduces the pseudo-dynamic method that considers seismic wave propagation characteristics, and outlines future research prospects based on this method. By analyzing the mechanics mechanisms of loess seismic landslide, investigating the seismic liquefaction phenomena of loess landslides, and discussing the instability characteristics of these landslides, this study proposes a calculation method to accurately evaluate the stability of loess seismic landslides. This research can provide a theoretical basis for earthquake disaster prevention and mitigation in loess areas, and it represents a key focus for future studies.
- pseudo-dynamic method /
- loess /
- earthquake /
- landslide /
- slope

HTML全文

图 1 黄土高原梁、峁、丘陵地貌^[20]

Figure 1.

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图 2 黄土高原地区崩塌、滑坡、泥石流、、地面塌陷易发程度图

Figure 2.

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图 3 黄土高原及周边地区地震分布^[36]

Figure 3.

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图 4 拟动力法的地震波传播过程与条块地震力计算

Figure 4.

下载: 全尺寸图片幻灯片

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