Zobrazeno 1 - 10
of 149
pro vyhledávání: '"Gordon A. Fenton"'
Autor:
Pengpeng He, Gordon A. Fenton
Publikováno v:
Canadian Geotechnical Journal. 60:555-565
The design of shallow foundations typically proceeds by using the load and resistance factor design (LRFD) methodology to avoid various limit states with some probability. This paper looks at the sliding limit state of shallow foundations, and the sl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a5de97b5e36119bbb59eb1ec7dab733
https://doi.org/10.1139/cgj-2021-0669
https://doi.org/10.1139/cgj-2021-0669
Publikováno v:
Canadian Geotechnical Journal. 59:1243-1253
Although the geotechnical resistance factors at ultimate limit state (ULS) used for dynamic loading conditions should be different from those for static loading conditions, most current structural and geotechnical design codes do not specifically pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04ae43dce1aac84964f4ae07e5623d0a
https://doi.org/10.1139/cgj-2021-0300
https://doi.org/10.1139/cgj-2021-0300
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. :1-9
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f128f17db2ec671c6afb11f017a7a6a4
https://doi.org/10.1080/17499518.2022.2083180
https://doi.org/10.1080/17499518.2022.2083180
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. :1-10
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1f7bb99f0bea8abd4ed945c7d7d83fc4
https://doi.org/10.1080/17499518.2022.2083179
https://doi.org/10.1080/17499518.2022.2083179
Publikováno v:
Canadian Journal of Civil Engineering. 49:487-501
This paper presents the implementation of a new parallelized finite element technique for modelling the in-plane behaviour of concrete masonry infilled reinforced concrete (RC) frames using the disturbed stress field method (DSFM). The new technique,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffede77d169d64c81d51ec77518be439
https://doi.org/10.1139/cjce-2020-0655
https://doi.org/10.1139/cjce-2020-0655
Autor:
Farzaneh Naghibi, Gordon A. Fenton
Publikováno v:
Canadian Geotechnical Journal. 59:384-396
The serviceability limit state (SLS) design of foundations typically proceeds by limiting the total settlement of individual foundations and thereby attempting to restrict the differential settlement between pairs of foundations. Due to the uncertain
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d6a424ee331d9e1b95ce7111c28e5a0
https://doi.org/10.1139/cgj-2020-0782
https://doi.org/10.1139/cgj-2020-0782
Publikováno v:
Computers and Geotechnics. 156:105250
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a1dca63cc5ae858adc81f94a772159d
https://doi.org/10.1016/j.compgeo.2023.105250
https://doi.org/10.1016/j.compgeo.2023.105250
Publikováno v:
Canadian Geotechnical Journal. 57:1805-1819
The reliability of single vertical pile foundations subjected to seismic loads is assessed and compared with the minimum acceptable reliability level for static load conditions mandated by the Canadian codes. The analysis is executed for a site with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c3c377b7c3206cf3dbf6e94fe4ce88cc
https://doi.org/10.1139/cgj-2019-0342
https://doi.org/10.1139/cgj-2019-0342
Publikováno v:
Geo-Congress 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e7043151806a64f76f58aa457e6ab7d
https://doi.org/10.1061/9780784484036.029
https://doi.org/10.1061/9780784484036.029
Publikováno v:
Canadian Geotechnical Journal. 56:1979-1998
Deterministic seismic slope stability design charts for cohesive–frictional ([Formula: see text]) soils are traditionally used by geotechnical engineers to include the effects of earthquakes on slopes. These charts identify the critical seismic loa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8da524f456dd03f60ee8e82707dbca0f
https://doi.org/10.1139/cgj-2017-0544
https://doi.org/10.1139/cgj-2017-0544