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锁固段之间的力学作用模式

陈竑然 秦四清 薛雷 杨百存 张珂

工程地质学报2019,Vol.27Issue(1):1-13,13.
工程地质学报2019,Vol.27Issue(1):1-13,13.DOI:10.13544/j.cnki.jeg.2019-011

锁固段之间的力学作用模式

MODES OF MECHANICAL ACTION BETWEEN LOCKED SEGMENTS

陈竑然 1秦四清 2薛雷 1杨百存 2张珂3

作者信息

  • 1. 中国科学院地质与地球物理研究所, 中国科学院页岩气与地质工程重点实验室, 北京 100029
  • 2. 中国科学院地球科学研究院, 北京 100029
  • 3. 中国科学院大学地球与行星科学学院, 北京 100049
  • 折叠

摘要

Abstract

Natural locked segments dominate the stability of locked-segment-type slopes and the evolutionary process of tectonic earthquakes. They fail in order of bearing capacity from low to high. Therefore, it is very important to study the mechanical response mechanism of the next locked segment while the current locked segment is broken, and predict the fracture behavior of the latter. We found that a high-energy-level characteristic cracking event (characteristic event) at the volume-expansion point of locked segment can be viewed as both the indicator of the point and the precursor to the rupture of locked segment. We established a mechanical model consisting of two locked segments that are subjected to shear loading, discussed the mechanical behavior resulted from different combinations of locked segments' bearing capacity based on the theoretical analysis and numerical simulations, and stated that the mechanical action between natural locked segments follows a strong action mode. In other words, when the current locked segment is loaded to reach its peak-stress point, the load applied to it will be transferred to the next locked segment; the load transfer with a negligible increase in shear displacement or strain can make the latter evolve to its volume-expansion point. The mode can well explain many kinds of seismic observation phenomena and experimental results.

关键词

锁固段/标志性事件/承载力/力学模型/作用模式

Key words

Locked segment/Characteristic event/Bearing capacity/Mechanical model/Action mode

分类

天文与地球科学

引用本文复制引用

陈竑然,秦四清,薛雷,杨百存,张珂..锁固段之间的力学作用模式[J].工程地质学报,2019,27(1):1-13,13.

基金项目

中国博士后基金 (2018M640181) (2018M640181)

国家自然科学基金 (41572311, U1704243, 41302233) 资助 (41572311, U1704243, 41302233)

工程地质学报

OA北大核心CSCDCSTPCD

1004-9665

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