Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Brian G. Sexton"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 8, Iss 5, Pp 672-688 (2016)
The recently developed elasto-viscoplastic Creep-SCLAY1S model has been used in conjunction with PLAXIS 2D to investigate the effectiveness of vibro-replacement in a creep-prone clay. The Creep-SCLAY1S model accounts for anisotropy, bonding, and dest
Externí odkaz:
https://doaj.org/article/0d8309a398b64f1eb39c122dbd45584a
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 174:59-60
Autor:
Brian G. Sexton, Bryan A. McCabe
Publikováno v:
Geomechanics and Geoengineering. 11:252-269
While it is well established that vibro stone columns reduce primary settlement and improve bearing capacity, their effect on creep compression has largely been overlooked to date. However, with increasing pressure to develop marginal sites underlain
Publikováno v:
Sexton, B G, Sivakumar, V & McCabe, B A 2017, ' Creep improvement factors for vibro-replacement design ', Proceedings of the ICE-Ground Improvement, vol. 170, no. 1, pp. 35-56 .
Although the vibro-replacement stone column technique is being deployed increasingly in soft cohesive soil deposits in which creep settlements may be significant/dominant, the majority of existing stone column settlement design methods are either non
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::114521a97e60a10506b82716af9e1e5d
http://hdl.handle.net/10379/6372
http://hdl.handle.net/10379/6372
Autor:
Bryan A. McCabe, Brian G. Sexton
Publikováno v:
International Journal of Geotechnical Engineering. 9:500-512
The majority of numerical studies investigating stone column performance have used “wished-in-place” columns (no installation effects) in conjunction with elastoplastic soil models (no viscous effects). In the first part of this paper, cylindrica
Numerical modelling of the improvements to primary and creep settlements offered by granular columns
Autor:
Bryan A. McCabe, Brian G. Sexton
Publikováno v:
Acta Geotechnica. 8:447-464
Analytical vibro-replacement design approaches typically quantify the settlement reduction using a dimensionless settlement improvement factor, defined as the ratio of the settlements without and with treatment. Most approaches do not explicitly cons
Publikováno v:
Geotechnical and Geological Engineering. 31:183-197
Although finite element packages facilitating coupled consolidation analyses are increasingly in use, many practitioners still favour linear uncoupled analysis out of familiarity with the use of coefficients of consolidation. However, coefficients of
Numerous approaches exist for the prediction of the settlement improvement offered by the vibro-replacement technique in weak or marginal soil deposits. The majority of the settlement prediction methods are based on the unit cell assumption, with a s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::423c4234362a8adf17975e6f4e20114a
http://hdl.handle.net/10379/6319
http://hdl.handle.net/10379/6319
Autor:
Brian G. Sexton, Bryan A. McCabe
Publikováno v:
Installation Effects in Geotechnical Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f04362e5d49711e12838a2c2ff63a09e
https://doi.org/10.1201/b13890-33
https://doi.org/10.1201/b13890-33