Undrained monotonic compression, cyclic triaxial and cyclic simple shear response of natural soils: strength and excess pore water pressure response

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dc.contributor.author Hussain, Majid
dc.contributor.author Sachan, Ajanta
dc.contributor.other 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (PBD-IV 2022)
dc.coverage.spatial Beijing, CN
dc.date.accessioned 2022-10-04T12:56:38Z
dc.date.available 2022-10-04T12:56:38Z
dc.date.issued 15-07-22
dc.identifier.citation Hussain, Majid and Sachan, Ajanta, "Undrained monotonic compression, cyclic triaxial and cyclic simple shear response of natural soils: strength and excess pore water pressure response", in the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (PBD-IV 2022,), Beijing, CN, Jul. 15-17, 2022. en_US
dc.identifier.uri https://repository.iitgn.ac.in/handle/123456789/8178
dc.description.statementofresponsibility by Majid Hussain and Ajanta Sachan
dc.language.iso en_US en_US
dc.title Undrained monotonic compression, cyclic triaxial and cyclic simple shear response of natural soils: strength and excess pore water pressure response en_US
dc.type Conference Paper en_US


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