Dynamic Response Mechanism of Silt Ground under Vibration Load
Dynamic Response Mechanism of Silt Ground under Vibration Load
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Publisher
Basel: MDPI AG
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Language
English
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Publisher
Basel: MDPI AG
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Contents
The frequent vibration loads during the operation of trains can cause vibration deformation of the tunnel structure and surrounding weak strata, thereby endangering the safe operation of trains. The purpose of this paper is to study the dynamic response of surrounding soil layers caused by train vibrations through the finite difference method with...
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Full title
Dynamic Response Mechanism of Silt Ground under Vibration Load
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TN_cdi_proquest_journals_2706431868
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_2706431868
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ISSN
2071-1050
E-ISSN
2071-1050
DOI
10.3390/su141610335
