Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Kazutoshi Michihiro"'
Publikováno v:
Doboku Gakkai Ronbunshu. 1999:389-393
不良地山内にトンネルを掘削するときには, 掘削工法として最も基本的かつ一般的なショートベンチカット工法が用いられている. しかし, トンネル断面を早期に閉合したい場合には, 標
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96949626278d0ab4ba7fcdb2a0764304
https://doi.org/10.2208/jscej.1999.638_389
https://doi.org/10.2208/jscej.1999.638_389
Publikováno v:
Journal of the Society of Materials Science, Japan. 44:885-890
A Large scale underground cavern, such as an underground power station, can be designed and executed rationally, if the initial stress condition of the site is known. Authors have carried out fundamental studies on the detection of initial stress usi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0a62bdaa5d4b6ca9aa233a994a37127d
https://doi.org/10.2472/jsms.44.885
https://doi.org/10.2472/jsms.44.885
Publikováno v:
Doboku Gakkai Ronbunshu. 2003:237-239
AE法を用いた初期地圧の推定において再載荷時の拘束圧の影響に関する実験を行い, 得られた実験結果よりカイザー効果のメカニズムを検討した. 原位置での応力状態を模した三軸圧縮の
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::58862c953652f2afaa8f3d80564fd9e9
https://doi.org/10.2208/jscej.2003.750_237
https://doi.org/10.2208/jscej.2003.750_237
Publikováno v:
Journal of the Society of Materials Science, Japan. 43:970-975
In reinforced concrete structures, the degree of deterioration due to an alkali aggregate reaction is influenced by the amount of reinforcement in the concrete, because the reinforcement restrains the expansion due to the alkali aggregate reaction. T
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8038b6cbdd3f04002660af3622a3b6f
https://doi.org/10.2472/jsms.43.970
https://doi.org/10.2472/jsms.43.970
Publikováno v:
Journal of the Society of Materials Science, Japan. 39:1019-1025
When constructing large caverns such as the one used for an underground powerhouse, it is of extreme importance to assure the stability of the cavern. As one of the techniques for stability monitoring, uniaxial compression tests were performed in var
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f00063cc4e603a100b7ce1df081203ea
https://doi.org/10.2472/jsms.39.1019
https://doi.org/10.2472/jsms.39.1019
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
https://doi.org/10.3208/sandf1972.24.2_1
Autor:
Kazutoshi Michihiro, Sakuro Murayama
Publikováno v:
Doboku Gakkai Ronbunshu. 1984:119-127
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bd86f8b62a590f94fb1add475de25aa3
https://doi.org/10.2208/jscej.1984.352_119
https://doi.org/10.2208/jscej.1984.352_119
Publikováno v:
Journal of the Society of Materials Science, Japan. 37:1449-1455
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a602fa60003a350905d5d6002820b13f
https://doi.org/10.2472/jsms.37.1449
https://doi.org/10.2472/jsms.37.1449
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
https://doi.org/10.2208/jscej.1985.364_107
Publikováno v:
Doboku Gakkai Ronbunshu. 1986:41-46
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf80b20f2d68b2cd9502c4b87280a83f
https://doi.org/10.2208/jscej.1986.370_41
https://doi.org/10.2208/jscej.1986.370_41