Performance comparison between polyurethane foam and cement grouting slab replacement for soft ground improvement at shallow depth using finite element model

• Published in: Key Engineering Materials
• Main Author: Lat D.C.; Jais I.B.M.; Ali N.; Baharom B.; Salleh S.M.; Omar A.
• Format: Article
• Language: English
• Published: Trans Tech Publications Ltd 2020
• Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85086758478&doi=10.4028%2fwww.scientific.net%2fKEM.844.1&partnerID=40&md5=e1fa425e2e4b742f431ca3b46701ead9

Two methods of ground improvement have been proposed to overcome excessive and differential settlement problem of soft ground foundation for infrastructure such as road, highway and parking space namely polyurethane (PU) foam and cement grouting slab. It has been executed by excavating and replacing the soft soil at shallow depth with the proposed ground improvement methods. The ground improvement methods able to minimise the excessive and differential settlement as the shallow depth of soft soil is removed and replaced by the stiff materials, thus the load can be distributed evenly to the underlying soil. The comparison of performance between both methods are evaluated in this study by carried out finite element analysis for soft ground problem namely PLAXIS. The results show that the settlement can be reduced significantly to the tolerable amount by applying PU foam instead of cement grouting slab as the increase in thickness of cement grouting slab cause the increase in settlement. On the other hand, the increase in PU foam thickness has not contributed to further settlement as the PU foam is lightweight, however, the soil may experience upward displacement due to insufficient overburden load to counter uplift. © 2020 Trans Tech Publications Ltd, Switzerland.