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Experimental studies and failure mechanisms of strain andfault-slip rockburst:A review
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作者 ZHANG Qing-he WEI Chun-xu +3 位作者 YUAN Liang LIANG Zhi-wei YANG Fa-wang WANG Xiao-rui 《Journal of Central South University》 SCIE EI CAS CSCD 2024年第10期3741-3781,共41页
In recent years,rockburst have gained significant attention as a crucial topic in rock engineering.Strain andfault-slip rockburst are two common types that occur frequently and cause substantial damage.The objective o... In recent years,rockburst have gained significant attention as a crucial topic in rock engineering.Strain andfault-slip rockburst are two common types that occur frequently and cause substantial damage.The objective of thisreview is to conduct a comprehensive study on the experiments and failure mechanisms of strain and fault-slip rockburst.Firstly,the article analyzes the evolving trends in experimental research on rockburst in the past decade,highlightingmechanical properties and failure modes as the primary research focuses in understanding rockburst mechanisms.Subsequently,it provides an overview of the experimental techniques and methods employed for studying both types ofrockburst.Then,with a focus on the mechanical properties and failure modes,the article conducts an extensive analysisof the failure mechanisms associated with strain and fault-slip rockburst.By analyzing experimental data and observingthe failure characteristics of samples,it discusses the variations and common features exhibited by these two types ofrockburst under various test conditions.This analysis is of paramount importance in revealing the causes of rockburstformation and development,as well as in predicting rockburst trends and assessing associated risks.Lastly,thelimitations of current rockburst experiments and future research directions are discussed,followed by a comprehensivesummary of the entire article. 展开更多
关键词 strain rockburst fault-slip rockburst experimental techniques experimental methods failure mechanisms
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用静力触探判定饱和砂土液化
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《煤炭工程》 1978年第1期20-25,共6页
一、饱和砂土液化各种判定方法的分析地震区建筑场地有饱和砂土层时,勘察中需要判定是否会发生液化的方法很多,有标准贯入试验法、地质剖面法、野外爆破试验法、相对密度法、砂土动强度与地震剪应力的对比分析法等.这些方法中有的只是... 一、饱和砂土液化各种判定方法的分析地震区建筑场地有饱和砂土层时,勘察中需要判定是否会发生液化的方法很多,有标准贯入试验法、地质剖面法、野外爆破试验法、相对密度法、砂土动强度与地震剪应力的对比分析法等.这些方法中有的只是定性分析(如地质剖面法),有的目前的勘察取样手段还有困难(如相对密度法),有的需要进行动三轴试验而一般勘察单位还做不到(如应力分析法),在我国《工业与民用建筑抗震设计规范》中推荐了标准贯入试验法,此法简便易行,根据锤击数N 63.5可直接判定液化情况,还能取得岩芯进行鉴定, 展开更多
关键词 饱和砂土液化 静力触探 标准贯入试验 爆破试验法 动三轴试验 地质剖面 抗震设计规范 锤击数 勘察单位 对比分析
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