Zobrazeno 1 - 10 of 45 pro vyhledávání: '"Sakuro MURAYAMA"'
3
SLIP FAILURE ALONG THE TUNNEL FACE DRIVEN BY SHIELD
Autor: Kawase Yasuhiro, Sakuro Murayama, Suematsu Naomiki
Publikováno v: Doboku Gakkai Ronbunshu. 1989:301-304
This is the report of an experimental study on the stability of tunnel face driven by shield, including the “caving phenomenon”.The caving is called the initial slip failure of ground along the face produced by the cutter disk of shield. From the
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::74831c9475838b7dad47220507bc6753
https://doi.org/10.2208/jscej.1989.406_301
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4
Creep Characteristics of Sands
Autor: Sakuro Murayama, Kazutoshi Michihiro, Toshihiko Sakagami
Publikováno v: Soils and Foundations. 24:1-15
This study is concerned with the creep characteristics of sands under constant principal stress differences of various stress levels which were experimentally obtained by drained triaxial compression tests. In these tests, in order to obtain the cree
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ba8356caa1bf0f45335d62d9c2033f4a
https://doi.org/10.3208/sandf1972.24.2_1
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6
A Study of the Stress-Strain-Time Behavior of Saturated Clays Based on a Theory of Nonlinear Viscoelasticity
Autor: Sakuro Murayama, Hideo Sekiguchi, Takao Ueda
Publikováno v: Soils and Foundations. 14:19-33
In order to analyse the time-dependence of the stress-strain behavior of saturated clays, a nonlinear theory with the single integral representation has been proposed and compared with the experimental results. It is revealed that the relative deform
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::86b2159566e110d78d9c3621b29ead82
https://doi.org/10.3208/sandf1972.14.2_19
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7
Formulation of Stress-Strain-Time Behavior of Soils Under Deviatoric Stress Condition
Autor: Sakuro Murayama
Publikováno v: Soils and Foundations. 23:43-57
Although the degrees of time-dependency in soil behavior somewhat differs between sand and clay, every soil expresses viscoelastic, viscoelastoplastic and creep failure characteristics according to the level of applied deviatoric stress. In this stud
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::024b565b3cb96cf30659a93cfd71cadb
https://doi.org/10.3208/sandf1972.23.2_43
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10
THE KAISER EFFECT OF GRANITE CAUSED BY VARIOUS LOADING METHODS
Autor: Sakuro Murayama, Kazutoshi Michihiro, Jiro Saito, Hisaya Yoshioka
Publikováno v: Doboku Gakkai Ronbunshu. 1985:107-112
In order to know the Kaiser effect of AE (Acoustic Emission) in triaxial directions of a rock mass, the Kaiser effect of AE in the granite specimens were investigated by applying the compressive pre-stresses of various intensities repeatedly on the r
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b2bdcdaba97911b18e7b5b189d1dc6bc
https://doi.org/10.2208/jscej.1985.364_107
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