Abstract：According to the analysis of the pressure observation and deformation curves of different support types in very soft rock roadway, it can be obtained that the increase of bolt length deteriorates the support effect, and that grouting effect in surrounding rocks whose range is far smaller than broken zone is no less than that in large range . Therefore, based on theory, numerical simulation and in-situ practice, the concept of the reinforced -crust support structure, support mechanism, characteristics, requirement and several types are brought out by increasing support strength, reducing support range and choosing suitable time.
收稿日期: 2003-03-31
引用本文:
王在泉;张海荧;张黎明. 极软岩巷道强壳-体支护结构的概念及初步应用[J]. 岩石力学与工程学报, 2003, 22(S1): 2192-2194.
Wang Zai-quan1, Zhang Hai-ying2, Zhang Li-ming1. The Concept and its Application of Reinforced-Crust Support Structure in Very Soft Rock Roadway. , 2003, 22(S1): 2192-2194.
2003, Vol. 22 
