Dynamic Stress Path under Obliquely Incident P- and SV-Waves
Dynamic Stress Path under Obliquely Incident P- and SV-Waves
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Basel: MDPI AG
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Language
English
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Basel: MDPI AG
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Contents
This study derives the expression of dynamic stress components of the soil element in the semi-infinite elastic space under obliquely incident P- and SV-waves, and obtained the corresponding dynamic stress path. The effects of some factors including the incidence angle, Poisson’s ratio, frequency, wave velocity, phase difference, and soil depth on...
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Full title
Dynamic Stress Path under Obliquely Incident P- and SV-Waves
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TN_cdi_doaj_primary_oai_doaj_org_article_b8de181dd4b24af6ac1041ebfa52501e
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_b8de181dd4b24af6ac1041ebfa52501e
Other Identifiers
ISSN
2075-5309
E-ISSN
2075-5309
DOI
10.3390/buildings12122210
