Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Nobuharu Isago"'
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering). 76:1-20
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3703a3a61b2d326513c65f0800c81fd0
https://doi.org/10.2208/jscejte.76.1_1
https://doi.org/10.2208/jscejte.76.1_1
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering). 78:I_1-I_15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::294fbc7959be2a952d402e9ad79e6e72
https://doi.org/10.2208/jscejte.78.2_i_1
https://doi.org/10.2208/jscejte.78.2_i_1
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering). 76:I_1-I_20
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::448c426bd0718655a1a82aa109ba5fe5
https://doi.org/10.2208/jscejte.76.2_i_1
https://doi.org/10.2208/jscejte.76.2_i_1
Publikováno v:
Geomechanics and Tunnelling. 8:380-386
To monitor deformation in a road tunnel in service, periodical inspections are performed and countermeasures are taken as needed. Cracking of the permanent lining and heaving of the road surface often occur, however, so it is difficult to assess the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5ad5df09d8416076ff78bd45bc3b75e1
https://doi.org/10.1002/geot.201500024
https://doi.org/10.1002/geot.201500024
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering). 74:I_1-I_17
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50a28f489534feaf31e538648b7383a6
https://doi.org/10.2208/jscejte.74.i_1
https://doi.org/10.2208/jscejte.74.i_1
Publikováno v:
Doboku Gakkai Ronbunshuu C. 65:1018-1023
長大トンネルの建設費縮減のためには，急速施工とともに支保の軽減を図ることが効果的であり，トンネルボーリングマシン（TBM）を活用した機械掘削が考えられる．しかし，我が国の
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3da81ef72befcfccdea0a48a5a22d819
https://doi.org/10.2208/jscejc.65.1018
https://doi.org/10.2208/jscejc.65.1018
Publikováno v:
Doboku Gakkai Ronbunshuu F. 64:311-326
トンネル覆工の破壊メカニズムおよび鋼繊維補強コンクリートや単鉄筋補強コンクリートがトンネル覆工の耐荷力に及ぼす効果の解明を目的として，実大規模の覆工供試体を用いた載荷
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dab4fa667578c3ee9be4ab236b76a497
https://doi.org/10.2208/jscejf.64.311
https://doi.org/10.2208/jscejf.64.311
Publikováno v:
Concrete Research and Technology. 6:63-76
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8d72be548f2a01dceda7c0f8b7b64bd
https://doi.org/10.3151/crt1990.6.2_63
https://doi.org/10.3151/crt1990.6.2_63
Publikováno v:
Underground Space Use. Analysis of the Past and Lessons for the Future ISBN: 9780415374521
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a3370b6fd398dc4d803916f0a275262
https://doi.org/10.1201/noe0415374521.ch84
https://doi.org/10.1201/noe0415374521.ch84
Publikováno v:
Tunnelling and Underground Space Technology. 21:382-383
Tunnel permanent lining has various functions such as improvement of serviceability, uncertain conditions during and after construction and expectation of mechanical capacity. Some phenomena like spalling concrete debris from lining have occurred in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f65116508adb91abd24cfdc946ee77ae
https://doi.org/10.1016/j.tust.2005.12.194
https://doi.org/10.1016/j.tust.2005.12.194