Floating road construction on soft soil
Rochim A., Pratikso, Gultom J.
Abstract
The main problem of road construction on saturated soft soils is due to their low bearing capacity and large settlement. One of the solutions to such problems is to install piled box culverts-geofoam. In this study, the pile box culvert-geofoam was modelled as raft foundation. This experimental study was conducted by making a prototype raft file foundation gradually loaded with a maximum vertical load of 20 kN. Different thicknesses of geofoam were utilized in order to observe the influence of thickness on the settlement. Furthermore, difference in settlement is also found when the culvert was constructed with and without geofoam. Thicker geofoam was observed to result in smaller settlement.
No Title
Look B G, Look B.G., Look B G.
Contribution to piled raft foundation design
Kulhawy F H, Prakoso W A
An approximate numerical analysis of pile–raft interaction
Poulos H.G.
Elastic analysis for piled raft foundations in a homogeneous soil
Kuwabara Fumio
Experimental Investigation of the Shear Behavior of EPS Geofoam
Khan M.I., Khan M.I., Meguid M.A., Khan M.I., Khan M.I., Meguid M.A.
Small-scale experimental investigation on the behaviour of nailed slab system in expansive soil
Diana W., Hardiyatmo H.C., Suhendro B.
Numerical analysis of composite piled raft with cushion subjected to vertical load
Chen L.-Z., Liang F.-Y., Shi X.-G.
Behaviour of Cushioned Composite Piled Raft Foundation under Lateral Forces
Sharma V.J., Solanki C.H., Vasanvala S.A.
Model Study on the Behavior of Piled Raft Foundation
Sindhu A R, Tom A
No Title
Ekanayake S D, Leo C J, Liyanapathirana D S
Zaika Y., Saputra R.
E3s Web of Conferences
Maizir H., Pratikso, Jusi U.
Journal of Applied Engineering Science
