Development of soil formation corresponding to cyclic stress - derived shear strain function based on stratum index factor
Historically shear strain function and complex shear modulus based on geophysical methods were based on empirical relationship between Seismic Cone Penetration Test (SCPT) and Cone Penetration Test (CPT) method. New geological concept namely CPI model have been developed and applied in mathematical...
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GEOMATE International Society
2016
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-84952918339&partnerID=40&md5=64be534727eca4213aaa30209c424894 http://eprints.utp.edu.my/25557/ |
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