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- W2355442308 abstract "Based on the practice in the large section and low net-distance tunnel of shallow and soft surrounding rock,the paper adopts the numeric simulation technique by combining with the field supervision,compares and analyzes the excavation design support scheme 1 of the double side drift method of the soft surrounding rock,the displacement of the surrounding rock in optimized and changed scheme 2,the features of the stress changes,and proves by the calculation results that the maximum change of the optimized scheme 2 and the design scheme 1 are within the regulation,and the maximum stress of the scheme 2 is a little larger than the one of the scheme 1,but lower than the compressive strength and tensile strength of post lining,and indicates the optimized excavation support scheme 2 is safe and feasible by considering the engineering practice comprehensively." @default.
- W2355442308 created "2016-06-24" @default.
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- W2355442308 date "2012-01-01" @default.
- W2355442308 modified "2023-09-26" @default.
- W2355442308 title "On construction technique of large section and low net-distance tunnel of soft surrounding rock" @default.
- W2355442308 hasPublicationYear "2012" @default.
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