Zobrazeno 1 - 10
of 499
pro vyhledávání: '"excessive pore pressure"'
Publikováno v:
Springer Series in Geomechanics and Geoengineering ISBN: 9783319971148
Model test of coastal excavations is based on the excavation of Gongbei tunnel located in the Ling-ding Ocean, which is a part of the famous Hongkong-Zhuhai-Macau Bridge project. A series of model tests are carried out in the ZJU multifunctional wave
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e506c629372fb51cef08c5394652cf46
https://doi.org/10.1007/978-3-319-97115-5_41
https://doi.org/10.1007/978-3-319-97115-5_41
Kniha
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Akademický článek
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Autor:
Dunn, Scott L.1 sdunn74@yahoo.co.uk
Publikováno v:
Creation Research Society Quarterly. Winter2024, Vol. 60 Issue 3, p144-156. 13p.
Publikováno v:
Theoretical and Applied Mechanics Letters, Vol 5, Iss 2, Pp 69-73 (2015)
Long piles of the ocean oil platform are usually manufactured as the integration of several segments, which have to be assembled one by one during installation. During pile driving, excessive pore pressure will build up in such a high level that hydr
Externí odkaz:
https://doaj.org/article/73b39a86694b45babc7bd1b21d6e7605
Publikováno v:
Polish Maritime Research, Vol 23, Iss s1, Pp 109-114 (2016)
Ground liquefaction and deformation is one of the important causes that damage engineering structures. Chinese current code for seismic design of breakwater is based on the single-level seismic design method as well as code for port and water-way eng
Externí odkaz:
https://doaj.org/article/f1f2a37223d7479983a71a9398633faf
Akademický článek
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Autor:
Asokawati, Fajrina Citra, Fansuri, Muhammad Hamzah, Muhsiung Chang, Hseu-Jen Lin, Purwanti, Nina, Putra, Okri Asfino, Saputra, Pungky Dharma, Laksmi, Anasya Arsita
Publikováno v:
Journal of the Civil Engineering Forum; Jan2024, Vol. 10 Issue 1, p1-9, 9p
Publikováno v:
Vestnik MGSU, Iss 4, Pp 38-52 (2013)
The authors formulate and solve the problem of consolidation and creep of saturated clay subfoundations exposed to localized loads (the two-dimensional problem formulation). The findings have proven that, if the two-dimensional problem is considered,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doajarticles::9ec430a8306a8a0347ca82d549909097
http://vestnikmgsu.ru/files/archive/RUS/issuepage/2013/4/5.pdf
http://vestnikmgsu.ru/files/archive/RUS/issuepage/2013/4/5.pdf
Publikováno v:
Polish Maritime Research, Vol 23, Iss s1, Pp 109-114 (2016)
Ground liquefaction and deformation is one of the important causes that damage engineering structures. Chinese current code for seismic design of breakwater is based on the single-level seismic design method as well as code for port and water-way eng
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::310d0807dd613eb1a6e95cc49e398915
https://doaj.org/article/f1f2a37223d7479983a71a9398633faf
https://doaj.org/article/f1f2a37223d7479983a71a9398633faf