Numerical simulation of drilling-induced core damage and its influence on mechanical properties of rocks under unconfined condition

被引：19
作者：
Bahrani, Navid [1 ,2 ]
Valley, Benoit [3 ]
Kaiser, Peter K. [2 ]
机构：
[1] MIRARCO, Geomech Res Ctr, Sudbury, ON, Canada
[2] Laurentian Univ, Bharti Sch Engn, Sudbury, ON P3E 2C6, Canada
[3] Univ Neuchatel, Ctr Hydrogeol & Geotherm, CH-2000 Neuchatel, Switzerland
来源：
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 2015年 / 80卷
基金：
加拿大自然科学与工程研究理事会;
关键词：
Core damage; Stress path; Rock strength; Crack initiation; Crack damage; Particle Flow Code; SAMPLE DISTURBANCE; PARTICLE MODEL; GRANITE; FRACTURE; LAC;
D O I：
10.1016/j.ijrmms.2015.09.002
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
引用
收藏
页码：40 / 50
页数：11
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