摘要
采用近年来对断续节理岩体本构关系的研究成果，从岩体稳定性出发，考虑现场施工的约束条件，在每次开挖两个分块的前提下，对某大型节理岩体地下厂房洞室群施工顺序做了优化分析。发现优化方案比原有方案围岩稳定性有较大程度的提高，并得到一些有益结论。
In this Paper, on the basis of a new rockmass fracture damage model and in situ construction condition, and on the supposition that two sections are excavated in each step, the construction sequence majorization is performed for a group of carverns in Xiaolangdi water conservancy engineering.The stability of surrounding rockmass of majorized scheme is remarkably improved compared with that of original scheme and some useful results are obtained.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
1998年第1期1-4,共4页
Chinese Journal of Geotechnical Engineering
基金
国家自然科学基金
关键词
断续节理岩体
施工顺序优化
洞室群
岩体稳定性
discontiguously joined rockmass, rockmass dynamic construction mechanics, fracture damage model, construction sequence optimization, fracture area.
