Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Mohammed Salim Al-Naqshabandy"'
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 139:619-632
The strength variability of soils improved by lime-cement columns is very high, and assessment of the reliability is associated with high uncertainty. Previous research on natural soils has shown that variability has a major impact on the reliability
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff9f33bea9edc76cab235408d66ed37e
https://doi.org/10.1061/(asce)gt.1943-5606.0000798
https://doi.org/10.1061/(asce)gt.1943-5606.0000798
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. 7:21-36
The strength variability of soil improved by deep mixing with lime-cement columns is generally high. Eurocode 7 states that selection of characteristic values for geotechnical parameters shall take ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1e919306b7b22ed9bc0a72981735619e
https://doi.org/10.1080/17499518.2013.763571
https://doi.org/10.1080/17499518.2013.763571
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 165:15-30
Natural and improved soils have relatively high inherent property variability that should be taken into consideration in design. Investigations of the spatial variability in lime-cement columns are important since they provide a rational quantificati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::15e1657310e27d4b5b2f4de384b10ac0
https://doi.org/10.1680/grim.2012.165.1.15
https://doi.org/10.1680/grim.2012.165.1.15
Publikováno v:
Grouting and Deep Mixing 2012.
Spatial variability with respect to the strength in lime-cement columns is an unavoidable source of uncertainty that should be considered in design. Current design method for the assessment of emba ...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7fdeb4c89a1081e703ca9915221fa95f
https://doi.org/10.1061/9780784412350.0009
https://doi.org/10.1061/9780784412350.0009