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Physical meaning and prediction efficiency of the load/unload response ratio of rocks in strain-weakening phase before failure*

许昭永 杨润海 王彬 赵晋明 王赟赟 梅世蓉

地震学报(英文版)2002,Vol.15Issue(1):47-55,9.
地震学报(英文版)2002,Vol.15Issue(1):47-55,9.

Physical meaning and prediction efficiency of the load/unload response ratio of rocks in strain-weakening phase before failure*

Physical meaning and prediction efficiency of the load/unload response ratio of rocks in strain-weakening phase before failure*

许昭永 1杨润海 1王彬 1赵晋明 1王赟赟 1梅世蓉2

作者信息

  • 1. Seismological Bureau of Yunnan Province, Kunming 650041, China
  • 2. Center for Analysis and Prediction, China Seismological Bureau, Beijing 100036, China
  • 折叠

摘要

Abstract

Rock experiment results indicate that the load/unload response ratio (LURR) of rocks expressed via strain energy may have singular or negative value after the stress in the rock reaches its maximum before rock failure or when the rock goes into the strain-weakening phase. The universality of this phenomenon is discussed. Expressed via strain or strain energy and the travel time of P wave, the variation form of the reciprocal of LURR during the process of rock failure preparation is derived. The results show that after a sharp decrease the reciprocal of LURR reaches its minimum when the main fracture of the rock is about to appear. This feature can be taken as an indication that the rock main fracture is impending.

关键词

strain-weakening phase/load/unload response ratio/prediction efficiency

Key words

strain-weakening phase/load/unload response ratio/prediction efficiency

分类

天文与地球科学

引用本文复制引用

许昭永,杨润海,王彬,赵晋明,王赟赟,梅世蓉..Physical meaning and prediction efficiency of the load/unload response ratio of rocks in strain-weakening phase before failure*[J].地震学报(英文版),2002,15(1):47-55,9.

基金项目

Key project from China Seismological Bureau (9691309020301) and State Natural Sciences Foundation of China (19732060). (9691309020301)

地震学报(英文版)

1000-9116

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