Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Gary John Fowmes"'
Autor:
Gary John Fowmes, Zhiming Chao
Publikováno v:
Geotextiles and Geomembranes. 50:238-248
In this paper, to investigate the impact of environmental loadings on the short-term and creep mechanical characteristics of different types of clayey soil-Geocomposite Drainage Layers (GDL) interfaces, a series of rapid loading and creep shear tests
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::da5be75144f9f76c463bea371539a860
https://doi.org/10.1016/j.geotexmem.2021.10.004
https://doi.org/10.1016/j.geotexmem.2021.10.004
Autor:
Zhiming Chao, Gary John Fowmes
Publikováno v:
Geotextiles and Geomembranes. 49:825-841
In this paper, a bespoke stress and temperature controlled direct shear apparatus to test soil-geosynthetics interfaces is introduced. By adopting the apparatus, a series of ‘rapid loading’ shear tests and creep tests were conducted on the Clay
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::45c7719a8a8f6adda8a14d7aca2634f4
https://doi.org/10.1016/j.geotexmem.2020.12.011
https://doi.org/10.1016/j.geotexmem.2020.12.011
Seepage induced fine particles migration that leads to a change in hydraulic conductivity of a soil matrix is referred to as internal instability. This could jeopardize the structural integrity of the soil matrix by initiating suffusion (or suffosion
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::46f66ad0fd17c31e522e64db8b0a91fc
http://wrap.warwick.ac.uk/158986/1/WRAP-internal-instability-in-soils-review-Fowmes-2021.pdf
http://wrap.warwick.ac.uk/158986/1/WRAP-internal-instability-in-soils-review-Fowmes-2021.pdf
Peak shear strength of soil-Geocomposite Drain Layer (GDL) interfaces is an important parameter in the designing and operating related engineering structures. In this paper, a database compiled from 316 large direct shear tests on soil-GDL interfaces
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2d0da2436a242eb237537c3aec5ce9f6
http://wrap.warwick.ac.uk/155928/7/WRAP-comparative-study-hybrid-artificial-intelligence-approaches-predicting-peak-shear-strength-along-soil-Geocomposite-drainage-layer-interface-Fowmes-2021.pdf
http://wrap.warwick.ac.uk/155928/7/WRAP-comparative-study-hybrid-artificial-intelligence-approaches-predicting-peak-shear-strength-along-soil-Geocomposite-drainage-layer-interface-Fowmes-2021.pdf
Seasonal wetting and drying stress cycles can lead to long-term deterioration of high-plasticity clay slopes through the accumulation of outward and downward deformations leading to plastic strain accumulation, progressive failure, and first-time fai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7f4927eb229fc9136f1bfb7ba65b7481
http://wrap.warwick.ac.uk/127118/3/WRAP-modelling-seasonal-ratcheting-progressive-failure-clay-slopes-Fowmes-2019.pdf
http://wrap.warwick.ac.uk/127118/3/WRAP-modelling-seasonal-ratcheting-progressive-failure-clay-slopes-Fowmes-2019.pdf
Publikováno v:
Geotextiles and Geomembranes. 45:674-687
Rapid prototyping offers a platform technology for investigations within the geosynthetics research and manufacturing sectors. This paper considers the application of rapid prototyping for the development of geosynthetic interfaces. The benefits and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::062e0209efc579ee659ca4cc78bc0e86
https://doi.org/10.1016/j.geotexmem.2017.08.009
https://doi.org/10.1016/j.geotexmem.2017.08.009
Publikováno v:
Géotechnique. 67:138-152
Early warning systems for slope instability need to alert users of accelerating slope deformation behaviour to enable safety-critical decisions to be made. This study shows that acoustic emission (AE) monitoring of active waveguides (i.e. a steel tub
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1339173f97f086bb157a169f5b7c41cd
https://doi.org/10.1680/jgeot.15.p.200
https://doi.org/10.1680/jgeot.15.p.200
Publikováno v:
International Journal of Geotechnical Engineering. 11:418-430
Deformation of soil bodies and soil-structure systems generates acoustic emission (AE), which are high-frequency stress waves. Listening to this AE by coupling sensors to structural elements can provide information on asset condition and early warnin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::345a7b946b537049aca3e04c7ce1ceb8
https://doi.org/10.1080/19386362.2016.1227581
https://doi.org/10.1080/19386362.2016.1227581
Publikováno v:
Geosynthetics International. 23:219-232
Although geogrids and geotextiles have been successfully used for over a quarter of a century to reinforce soil, there are currently no commonly agreed analytical methods to model their deformation behaviour. The serviceability limit state is becomin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f5bbb486dc435f0ad9966930b9bf55b
https://doi.org/10.1680/jgein.15.00049
https://doi.org/10.1680/jgein.15.00049
Autor:
Gary John Fowmes, Craig Gelder
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 169:98-108
Fibre reinforcement is a versatile method of increasing the shear strength of soils for earthwork applications. However, research to date has encountered a number of problems when utilising cohesive host soils. The aim of this study was to develop a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::97ef8eff1dcca465f167d03a07970723
https://doi.org/10.1680/grim.14.00025
https://doi.org/10.1680/grim.14.00025