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RELATIONSHIP BETWEEN PORE PRESSURE AND STRAIN. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985

Ergün Toğrol, E Gueler

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Abstract

This paper outlines the results of 58 normally consolidated undrained dynamic triaxial tests as well as 9 normally consolidated undrained static triaxial tests which were conducted for reasons of comparison. Thus the relationship between the residual pore water pressures and strains in undrained cyclic tests is explored. A statistically reliable relationship is obtained from the dynamic tests and it is also proved to be valid for the static tests. Through such a relationship pore pressures could easily be assessed from the strains. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)

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What this paper is about

This paper outlines the results of 58 normally consolidated undrained dynamic triaxial tests as well as 9 normally consolidated undrained static triaxial tests which were conducted for reasons of comparison. Thus the relationship between the residual pore water pressures and strains in undrained cyclic tests is explored. A statistically reliable relationship is obtained from the dynamic tests and it is also proved to be valid for the static tests. Through such a relationship pore pressures could easily be assessed from the strains. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)

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Available abstract

This paper outlines the results of 58 normally consolidated undrained dynamic triaxial tests as well as 9 normally consolidated undrained static triaxial tests which were conducted for reasons of comparison. Thus the relationship between the residual pore water pressures and strains in undrained cyclic tests is explored. A statistically reliable relationship is obtained from the dynamic tests and it is also proved to be valid for the static tests. Through such a relationship pore pressures could easily be assessed from the strains. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)

Key concepts: Geotechnical engineering, Pore water pressure, Soil mechanics, Foundation (evidence), Engineering, Geology, Forensic engineering, Soil water

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RELATIONSHIP BETWEEN PORE PRESSURE AND STRAIN. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985 — Research Paper | ScholarLens