Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Hisaya Yoshioka"'
Publikováno v:
Shigen-to-Sozai. 116:821-830
A shaft with an inner diameter of 6 m has been excavated by blasting in Tertiary soft sedimentary rocks and we have estimated the changes of rock properties, such as deformation modulus, permeability and fracture frequency, of the rock around the sha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::873946fc012e44eceeb8d9e31936fdea
https://doi.org/10.2473/shigentosozai.116.821
https://doi.org/10.2473/shigentosozai.116.821
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. 47:489-494
When constructing large underground caverns such as hydraulic power stations and oil storages, it is important to estimate the loosened area around rock caverns caused by excavation. If the loosened area around a rock cavern is known, the most suitab
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ceef78a97fffc7b88745c8ef212e5c4
https://doi.org/10.2472/jsms.47.489
https://doi.org/10.2472/jsms.47.489
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:
Engineering Geology. 35:223-228
A shaft with a diameter of 6 m and a depth of 150 m was excavated in sedimentary rocks. Anin situ study was carried out to identify the size and rock properties of the zone disturbed by the excavation and to estimate the applicability of existing met
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f1c282474cf59f9fc2eefe4163c2ca1
https://doi.org/10.1016/0013-7952(93)90010-a
https://doi.org/10.1016/0013-7952(93)90010-a
Publikováno v:
Journal of the Society of Materials Science, Japan. 42:324-328
The main purpose of this study is to make clear the variation of strain induced by the excavation of a shaft with a diameter of 6m and a depth of 150m. Variation of strain around the shaft was measured using 8-element borehole guages embeded before e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce4b2d115a44ccb33a8e7edfd5a6edae
https://doi.org/10.2472/jsms.42.324
https://doi.org/10.2472/jsms.42.324
Autor:
Chikaosa Tanimoto, Hisaya Yoshioka
Publikováno v:
Journal of the Society of Materials Science, Japan. 41:424-429
Convergence monitoring can be easily carried out during construction and provides serial information on final deformation of tunnel wall, support load, development of the inelastic zone, etc. The authors estimated the width of the inelastic zone from
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::687a198cf6e65b360dd6da0dd2d6578a
https://doi.org/10.2472/jsms.41.424
https://doi.org/10.2472/jsms.41.424
Autor:
Hisaya Yoshioka, Chikaosa Tanimoto
Publikováno v:
Journal of the Society of Materials Science, Japan. 40:630-636
Convergence monitoring is a simple measurement. It can be easily carried out during construction, and provides serial information on the deformation of tunnel wall. When the ground behaves as an elastic body with no time dependency, the curve of conv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::76beb4dc5bcac061bd64fad4590a43b6
https://doi.org/10.2472/jsms.40.630
https://doi.org/10.2472/jsms.40.630
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:
Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering). 67:I_9-I_24
押出し性地山における切羽安定対策および断面の早期閉合を行った時のトンネル挙動を解明するために，三次元数値解析を行った．併せて，押出し性地山において管理基準値に基づき閉
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28be4046229f5020e168c03855214382
https://doi.org/10.2208/jscejte.67.i_9
https://doi.org/10.2208/jscejte.67.i_9