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contributor authorXingzhi Ba
contributor authorShihang Zhong
contributor authorJinjiang Shi
contributor authorJixin Chong
contributor authorJing Wang
date accessioned2022-02-01T21:54:03Z
date available2022-02-01T21:54:03Z
date issued10/1/2021
identifier other%28ASCE%29GM.1943-5622.0002174.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272252
description abstractEfficient and accurate boulder detection technology is essential for shield tunneling safely under complex floodplain geological conditions. The traditional seismic reflection method is not suitable for complex geological conditions and small targets near the surface, the elastic wave reflection method based on zero-offset observation is proposed in this article. Forward is the basis of inversion, a high-order staggered grid finite difference algorithm based on least-squares optimization (LS-SGFD) is established, which has the advantages of higher accuracy and smaller dispersion. Three typical geological models are designed, and the elastic wave reflection characteristics of the method proposed in this paper and the traditional method are systematically analyzed. From the dual perspectives of field experiment and engineering application, the effectiveness of zero-offset observation for the detection of boulders is discussed, and the basic criteria for boulder identification are given. Research shows that this method has good results in detecting boulders on the surface, and it has certain reference significance for similar projects.
publisherASCE
titleHigh-Precision Forward Analysis and Field Test of Boulder Detection on Zero-Offset Elastic Wave Method in Shield Tunnel
typeJournal Paper
journal volume21
journal issue10
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002174
journal fristpage04021196-1
journal lastpage04021196-15
page15
treeInternational Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 010
contenttypeFulltext


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