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弹性位移反分析对地应力、弹模的反演唯一性 被引量:21
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作者 张路青 贾正雪 《岩土工程学报》 EI CAS CSCD 北大核心 2001年第2期172-177,共6页
地下工程中的平面线弹性问题共有 5个被关心的参数 ,即竖直、水平及剪切地应力分量、弹模和泊松比。利用单个洞室存在时的位移解析解对位移反分析所能辨识出的参数个数作了进一步的研究 ,发现所有地应力分量和弹模同为未知量时的反演不... 地下工程中的平面线弹性问题共有 5个被关心的参数 ,即竖直、水平及剪切地应力分量、弹模和泊松比。利用单个洞室存在时的位移解析解对位移反分析所能辨识出的参数个数作了进一步的研究 ,发现所有地应力分量和弹模同为未知量时的反演不具有唯一性 ;此外 ,无论洞室形状如何 ,都有可能唯一地反演出各种组合下的未知参数 ,但形状简单的洞室对参数的限制条件较多。 展开更多
关键词 地应力 弹性位移反分析 剪切地应力 洞室
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In-site core disking phenomenon and break mechanism of hard marble:Investigation in 2400 m deep-buried underground laboratory 被引量:7
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作者 ZHONG Shan JIANG Quan +4 位作者 LIU Chang LI Shao-jun QIN Wei-min ZHOU Ji-fang SUN Wen-liang 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第10期2959-2970,共12页
The core-disk phenomenon has been observed generally in the drilling process under high-stress conditions.This paper presents the in-situ experimental study of the coring-disking failure mechanism of marble in an unde... The core-disk phenomenon has been observed generally in the drilling process under high-stress conditions.This paper presents the in-situ experimental study of the coring-disking failure mechanism of marble in an underground cavens with 2400 m depth.Based on the disk samples in several boreholes with different diameters,both macro-and micro-morphological characteristics of core-disks’break surface were analysis,using 3D optical scanning and electron microscope scanning.Moreover,the numerical back analysis was also used to simulate the drilling process for demonstrating the development of core disking.The in-situ experiment results showed that the failure types of core disking consisted of tensile break and shear break,i.e.,the shear break usually appears in the edge part of break surface,and tensile break appears in the central part.What’s more,the ration of core-disks thickness to borehole diameter is in a relatively stable range.Numerical back analysis indicated this micro asynchronous break of hard marble is induced by high geostress and unloading drill. 展开更多
关键词 rock mechanics deep engineering shear break tensile break high geostress
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