Zobrazeno 1 - 10
of 174
pro vyhledávání: '"Paul W Mayne"'
Autor:
Shehab S Agaiby, Paul W Mayne
Publikováno v:
AIMS Geosciences, Vol 7, Iss 4, Pp 553-573 (2021)
Soil classification by piezocone penetration tests (CPTU) is mainly accomplished using empirical soil behavior charts (SBT). While commonly-used SBT methods work well to separate fine-grained soils from granular coarse-grained soils, in many instance
Externí odkaz:
https://doaj.org/article/56d7a4d1112347d3a915aebd351e38b6
Publikováno v:
AIMS Geosciences, Vol 5, Iss 3, Pp 390-411 (2019)
In 1954, the Canadian Geotechnical Research Site No. 1 was established as a testing and experimentation site for the soft and highly sensitive Leda clays that were deposited within the now-drained Champlain Sea. The Gloucester test site has a shallow
Externí odkaz:
https://doaj.org/article/8c1016f9f13c41a48a9f677f19fbd15b
Autor:
Zhongkun Ouyang, Paul W. Mayne
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-11
A limit plasticity solution for evaluating the effective stress friction angle in clays from piezocone tests was assessed and compared with the popular notion of using laboratory Atterberg limits on remoulded specimens. The results showed that the in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::43a8bf9570df47c6a89ba76a795739b7
https://doi.org/10.1680/jgeen.22.00135
https://doi.org/10.1680/jgeen.22.00135
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78dc17495c9fa817b280a39c93d7bc20
https://doi.org/10.1061/9780784484685.027
https://doi.org/10.1061/9780784484685.027
Publikováno v:
Geosciences, Vol 9, Iss 7, p 311 (2019)
Recent and historical studies of earthquake-induced liquefaction, as well as paleoliquefaction studies, demonstrate the potential usefulness of liquefaction data in the assessment of the earthquake potential of seismic sources. Paleoliquefaction stud
Externí odkaz:
https://doaj.org/article/cc76427af0384c708d8bc972c44ea6f6
Autor:
Shehab S. Agaiby, Paul W. Mayne
Publikováno v:
Geo-Congress 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5d8e717978451d14566412867319144
https://doi.org/10.1061/9780784484036.046
https://doi.org/10.1061/9780784484036.046
Autor:
Stephen K. Suryasentana, Paul W. Mayne
Although there are many methods for assessing vertical stiffness of footings on the ground, simplified solutions to evaluate lateral, rotational, and torsional static stiffness are much more limited, particularly for nonhomogeneous profiles of shear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6fa7a9472b91624d3d3e2db760c06a91
https://strathprints.strath.ac.uk/78754/1/Suryasentana_Mayne_JGGE_2022_Simplified_method_for_the_lateral_rotational_and_torsional_static_stiffness_of_circular_footings.pdf
https://strathprints.strath.ac.uk/78754/1/Suryasentana_Mayne_JGGE_2022_Simplified_method_for_the_lateral_rotational_and_torsional_static_stiffness_of_circular_footings.pdf
Autor:
Marco Uzielli, Paul W. Mayne
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 13:271-275
This paper develops new probabilistic correlations for assigning design values of effective friction angle (φ′) of clean to silty sands from cone penetration test (CPT) data. New transformation mod...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2b0985c1bbcea3dfed6bf3251311bf65
https://doi.org/10.1080/17499518.2019.1663388
https://doi.org/10.1080/17499518.2019.1663388
Publikováno v:
AIMS Geosciences, Vol 5, Iss 3, Pp 390-411 (2019)
In 1954, the Canadian Geotechnical Research Site No. 1 was established as a testing and experimentation site for the soft and highly sensitive Leda clays that were deposited within the now-drained Champlain Sea. The Gloucester test site has a shallow
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::37a8b72444b3597ee7987ada28538b3d
https://www.aimspress.com/article/10.3934/geosci.2019.3.390/fulltext.html
https://www.aimspress.com/article/10.3934/geosci.2019.3.390/fulltext.html
Autor:
Shehab S. Agaiby, Paul W. Mayne
Publikováno v:
Canadian Geotechnical Journal. 55:1781-1794
A modified piezocone penetration test (CPTu) analytical solution based on spherical cavity expansion and critical state soil mechanics (SCE–CSSM) is employed for assessing yield stress, undrained shear strength, and flow parameters in sensitive Led
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e98a47b9031845f97bedba10dbc53f75
https://doi.org/10.1139/cgj-2017-0388
https://doi.org/10.1139/cgj-2017-0388