Zobrazeno 1 - 10
of 167
pro vyhledávání: '"B, Sheil"'
Publikováno v:
Geotechnics, Vol 4, Iss 2, Pp 382-398 (2024)
This paper assesses the effectiveness of different unsupervised Bayesian changepoint detection (BCPD) methods for identifying soil layers, using data from cone penetration tests (CPT). It compares four types of BCPD methods: a previously utilised off
Externí odkaz:
https://doaj.org/article/415784121cd240539aa2bfa3e2b8177a
Publikováno v:
Underground Space, Vol 5, Iss 3, Pp 199-209 (2020)
In recent years, there has been an increased resort to microtunnelling/pipe-jacking as a means of constructing underground conduits (for water, sewage, gas, and other utilities) to avoid on-street disruption in urban areas. In this paper, technical d
Externí odkaz:
https://doaj.org/article/0d3b9f2744d84b96abdb87a7bd1a5d4c
Autor:
Jack O. Templeman, Brian B. Sheil
Publikováno v:
Géotechnique. 73:495-505
Open caissons are an increasingly common means of constructing underground storage and attenuation tanks as well as launch and reception shafts for tunnel-boring machines. The caisson walls typically feature a tapered base, referred to as the ‘cutt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::210300c62cee9cb3e37b5812916681bf
https://doi.org/10.1680/jgeot.21.00089
https://doi.org/10.1680/jgeot.21.00089
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 176:58-73
Open caisson shafts are a widely adopted solution for a range of geotechnical applications. An external ‘cutting shoe’ is a common construction feature used to reduce the soil frictional resistance acting on the caisson during sinking. This forms
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8f97580368a5032acefe39bebb8a4218
https://doi.org/10.1680/jgeen.20.00218
https://doi.org/10.1680/jgeen.20.00218
Autor:
Alexander W. Swallow, Brian B. Sheil
Publikováno v:
Géotechnique. 73:16-29
In this paper, the lateral limiting pressure on rectangular pile groups in undrained soil is explored using two−dimensional finite element modelling. The primary aim of the study is to assess the influence of pile group shape effects on the soil li
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e12076476555ce9c5a309661d2268ccc
https://doi.org/10.1680/jgeot.20.p.222
https://doi.org/10.1680/jgeot.20.p.222
Publikováno v:
Géotechnique Letters. 12:281-287
This paper describes direct shear testing of a range of sand–bentonite slurry mixes, identified as a gap in the literature. In the absence of a concrete interface, there was an apparent transition zone from sand-governed strength (bentonite content
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8c17114833e0e9798d0e17032bb8f04
https://doi.org/10.1680/jgele.22.00086
https://doi.org/10.1680/jgele.22.00086
Publikováno v:
Géotechnique. 72:632-641
Large-diameter open caissons are an increasingly common means of constructing underground storage and attenuation tanks, as well as launch and reception shafts for tunnel-boring machines. A ‘cutting face’ at the base of the caisson wall, resembli
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d4ebb03fc1df01402343387935605bdb
https://doi.org/10.1680/jgeot.20.p.210
https://doi.org/10.1680/jgeot.20.p.210
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8bf9a7e44c00655cff7766ab31684cd2
https://doi.org/10.1061/jggefk.gteng-10843
https://doi.org/10.1061/jggefk.gteng-10843
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