Bamboo leaf ash as the stabilizer for soft soil treatment

Soft soil is a type of soil that have the size of particle less than 0.063mm. The strength of the soft soil does not fulfil the requirement for construction. The present of soft soil at the construction site always give a lot of problems and issues to geotechnical sector. Soil settlement is one of t...

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Bibliographic Details
Published in:IOP Conference Series: Earth and Environmental Science
Main Author: Rahman A.S.A.; Jais I.B.M.; Sidek N.; Ahmad J.; Rosli M.I.F.
Format: Conference paper
Language:English
Published: Institute of Physics Publishing 2018
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046102275&doi=10.1088%2f1755-1315%2f140%2f1%2f012068&partnerID=40&md5=15794c7db5e4d518672a2c575a93b045
Description
Summary:Soft soil is a type of soil that have the size of particle less than 0.063mm. The strength of the soft soil does not fulfil the requirement for construction. The present of soft soil at the construction site always give a lot of problems and issues to geotechnical sector. Soil settlement is one of the problems that related to soft soil. The determination of the soft soil physical characteristics will provide a detail description on its characteristic. Soft soil need to be treated in order to gain the standard strength for construction. One of the method to strengthen the soft soil is by using pozzolanic material as a treatment method for soft soil. Furthermore bamboo leaf ash is one of the newly founded materials that contain pozzolanic material. Any material that consist of Silicon Dioxide (SiO2) as the main component and followed by Aluminium Oxide (Al2O3) and Iron Oxide (Fe2O3) are consider as pozzolanic material. Bamboo leaf ash is mix with the cement as the treatment material. Bamboo leaf ash will react with the cement to produce additional cement binder. Thus, it will increase the soil strength and will ease the geotechnical sector to achieve high quality of construction product. © 2018 Published under licence by IOP Publishing Ltd.
ISSN:17551307
DOI:10.1088/1755-1315/140/1/012068