Zobrazeno 1 - 10
of 258
pro vyhledávání: '"Ian D. Moore"'
Publikováno v:
Royal Society Open Science, Vol 6, Iss 7 (2019)
This paper presents simplified finite-element analysis procedures based on geometrical nonlinearity and ductile Mohr–Coulomb–Davis plasticity for analysis of bending behaviour of steel pipes subjected to lateral soil loading. A simple, and easy t
Externí odkaz:
https://doaj.org/article/a809d27ef55247da947b6ed556830960
Autor:
Xiaogang Qin, Ian D. Moore
Publikováno v:
Géotechnique. 72:847-859
Water infiltration is one of the most significant underlying causes of deterioration in buried rigid pipes, which can bring about erosion voids in the backfill that will increase the severity of the soil loading and produce structural failures. Based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc6f6cc1c492de900bdfe7a6db86b63e
https://doi.org/10.1680/jgeot.19.p.091
https://doi.org/10.1680/jgeot.19.p.091
Publikováno v:
Canadian Geotechnical Journal.
Pipes are subjected to axial pulling forces that lead to shear stresses at the soil-pipe interface and axial strain distributions from various circumstances, including pulled-in-place pipe installation and permanent ground deformations. This study in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::75b4d09f538bd96f4b04c0318f8b4bd7
https://doi.org/10.1139/cgj-2022-0534
https://doi.org/10.1139/cgj-2022-0534
Publikováno v:
Canadian Geotechnical Journal.
The current design provisions for corrugated steel culverts in North America consider thrust at the springline to be the critical mechanism and location, respectively, when checking capacity. However, experiments have shown that, at shallow cover dep
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d06025cf613c3e48aa3c4fb53a244f3e
https://doi.org/10.1139/cgj-2022-0020
https://doi.org/10.1139/cgj-2022-0020
Publikováno v:
Journal of Pipeline Systems Engineering and Practice. 14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d931b830637f26ec945b3056640ea750
https://doi.org/10.1061/jpsea2.pseng-1412
https://doi.org/10.1061/jpsea2.pseng-1412
Publikováno v:
Journal of Pipeline Systems Engineering and Practice. 14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::66feb4f7fc9f1862292883fe827f1db4
https://doi.org/10.1061/jpsea2.pseng-1424
https://doi.org/10.1061/jpsea2.pseng-1424
Publikováno v:
Géotechnique. :1-13
Although the structural response of pipelines has been studied in relation to different geohazards, few studies have focused on the behaviour of flexible pipeline joints. In this paper, the response of a bell-and-spigot joint in a 600 mm dia. lined-c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7f9f412f8f6722dd89ab6b49c75df89
https://doi.org/10.1680/jgeot.21.00196
https://doi.org/10.1680/jgeot.21.00196
Publikováno v:
Journal of Civil Structural Health Monitoring. 12:785-796
Cast iron pipe breaks are an increasing concern as water distribution networks installed in the nineteenth and twentieth centuries continue to deteriorate. Breaks can be caused by a number of factors, but two of the most critical are corrosion and di
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7577a4234076e2243931fdd32c8746ad
https://doi.org/10.1007/s13349-021-00522-8
https://doi.org/10.1007/s13349-021-00522-8
Autor:
Ian D. Moore
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783031128509
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40014a4d79388777aa58c2329abfa23f
https://doi.org/10.1007/978-3-031-12851-6_44
https://doi.org/10.1007/978-3-031-12851-6_44
Publikováno v:
Pipelines 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::822e7fa4745948388520f58efe3bc566
https://doi.org/10.1061/9780784484296.035
https://doi.org/10.1061/9780784484296.035