Some factors affecting cyclic undrained triaxial strength of sand

This study was performed in parallel with a cooperative test program at five laboratories where similar tests were performed following the same specified test procedure. Air-pluviated loose and dense Toyoura sand was tested. The experimental method is described in detail, and results are discussed....

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Veröffentlicht in:Soils and foundations 1986-09, Vol.26 (3), p.99-116
Hauptverfasser: TATSUOKA, F, TOKI, S, MIURA, S, KATO, H, OKAMOTO, M, YAMADA, S.-I, YASUDA, S, TANIZAWA, F
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container_end_page 116
container_issue 3
container_start_page 99
container_title Soils and foundations
container_volume 26
creator TATSUOKA, F
TOKI, S
MIURA, S
KATO, H
OKAMOTO, M
YAMADA, S.-I
YASUDA, S
TANIZAWA, F
description This study was performed in parallel with a cooperative test program at five laboratories where similar tests were performed following the same specified test procedure. Air-pluviated loose and dense Toyoura sand was tested. The experimental method is described in detail, and results are discussed. A method for evaluating the effects of various kinds of system compliance in a unified form is suggested.
doi_str_mv 10.3208/sandf1972.26.3_99
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source Freely Accessible Japanese Titles; EZB-FREE-00999 freely available EZB journals
subjects Applied sciences
Buildings. Public works
Earth sciences
Earth, ocean, space
Engineering and environment geology. Geothermics
Exact sciences and technology
Geotechnics
Soil investigations. Testing
Stresses. Safety
Structural analysis. Stresses
title Some factors affecting cyclic undrained triaxial strength of sand
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