PORE WATER PRESSURE DEVELOPMENT IN NON-UNIFORM CYCLIC TRIAXIAL TESTS.

Jaw Nan Wang, Edward Kavazanjian

Research output: Chapter in Book/Report/Conference proceedingChapter

2 Citations (Scopus)

Abstract

A variety of models has been developed to predict pore pressure development in saturated cohesionless soils subject to seismic loading. These models are based primarily upon the results of uniform cyclic tests. Little data are available on pore pressure development during non-uniform loading. This report describes the results of ten non-uniform cyclic triaxial tests performed on Monterey sand. Results of these tests show that the magnitude of pore pressure development depends upon the order of the cycles as well as their magnitudes.

Original languageEnglish (US)
Title of host publicationReport - Stanford University, John A. Blume Earthquake Engineering Center
Edition73
StatePublished - Apr 1985
Externally publishedYes

Fingerprint

Pore pressure
Water
Sand
Soils

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Wang, J. N., & Kavazanjian, E. (1985). PORE WATER PRESSURE DEVELOPMENT IN NON-UNIFORM CYCLIC TRIAXIAL TESTS. In Report - Stanford University, John A. Blume Earthquake Engineering Center (73 ed.)

PORE WATER PRESSURE DEVELOPMENT IN NON-UNIFORM CYCLIC TRIAXIAL TESTS. / Wang, Jaw Nan; Kavazanjian, Edward.

Report - Stanford University, John A. Blume Earthquake Engineering Center. 73. ed. 1985.

Research output: Chapter in Book/Report/Conference proceedingChapter

Wang, JN & Kavazanjian, E 1985, PORE WATER PRESSURE DEVELOPMENT IN NON-UNIFORM CYCLIC TRIAXIAL TESTS. in Report - Stanford University, John A. Blume Earthquake Engineering Center. 73 edn.
Wang JN, Kavazanjian E. PORE WATER PRESSURE DEVELOPMENT IN NON-UNIFORM CYCLIC TRIAXIAL TESTS. In Report - Stanford University, John A. Blume Earthquake Engineering Center. 73 ed. 1985
Wang, Jaw Nan ; Kavazanjian, Edward. / PORE WATER PRESSURE DEVELOPMENT IN NON-UNIFORM CYCLIC TRIAXIAL TESTS. Report - Stanford University, John A. Blume Earthquake Engineering Center. 73. ed. 1985.
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