[图书][B] Engineering geology

FG Bell - 2007 - books.google.com
Every engineering structure, whether it's a building, bridge or road, is affected by the ground
on which it is built. Geology is of fundamental importance when deciding on the location and …

Improved soft clay characteristics due to stone column installation

Z Guetif, M Bouassida, JM Debats - Computers and Geotechnics, 2007 - Elsevier
A method is proposed for evaluating the improvement of the Young modulus of soft clay in
which a vibrocompacted stone column is installed. By considering a composite cell model a …

Modelling vibrated stone columns in soft clay

D McKelvey, V Sivakumar, A Bell… - Proceedings of the …, 2004 - icevirtuallibrary.com
The vibrated stone column technique is an economical and environmentally friendly process
that treats weak ground to enable it to withstand low to moderate loading conditions. The …

Triaxial tests on model sand columns in clay

V Sivakumar, D McKelvey, J Graham… - Canadian …, 2004 - cdnsciencepub.com
Des colonnes de roches compactées par vibration peuvent améliorer la capacité portante et
réduire le tassement des fondations. Leur performance dépend de la résistance du matériau …

[图书][B] Engineering geology and construction

FG Bell - 2004 - taylorfrancis.com
Winner of the 2004 Claire P. Holdredge Award of the Association of Engineering Geologists
(USA). The only book to concentrate on the relationship between geology and its …

[PDF][PDF] Ground engineering using prefabricated vertical drains: A review

VA Sakleshpur, M Prezzi, R Salgado - Geotechnical Engineering, 2018 - researchgate.net
Improvement of soft ground by preloading with prefabricated vertical drains (PVDs) is a
common practice in the field of ground engineering. PVDs accelerate the consolidation …

Experimental study of the clogging of dredger fills under vacuum preloading

H Lei, H Lu, J Liu, G Zheng - International Journal of Geomechanics, 2017 - ascelibrary.org
This paper presents an experimental investigation of the reinforcement effects of two
vacuum-preloading methods by large-scale laboratory model tests: traditional vacuum …

Investigation of a fractional derivative creep model of clay and its numerical implementation

XB Xu, ZD Cui - Computers and Geotechnics, 2020 - Elsevier
The fractional calculus has been successfully applied to characterize the rheological
property of elastic viscoplastic materials. However, soils were seldom involved in fractional …

Embankment supported on piles with biaxial geogrids

MSS Almeida, M Ehrlich, AP Spotti… - Proceedings of the …, 2007 - icevirtuallibrary.com
The case study consists of a piled embankment built over a very soft, organic compressible
clay layer 10 m deep. The height of the embankment supported on piles was about 1· 3 m …

Chemical and geotechnical properties of solidified/stabilized MSWI fly ash disposed at a landfill in China

XU Hui, M Jiandong, C Ping, Z Liangtong, Y Wang - Engineering Geology, 2019 - Elsevier
The chemical and geotechnical properties of solidified/stabilized (s/s) municipal solid waste
incineration (MSWI) fly ash are of prime importance for the design and operation of landfill …