STRENGTH PROPERTIES OF SOIL SPOIL FROM THE CONSTRUCTION OF SOIL CEMENT COLUMN: A CASE STUDY OF SUVARNABHUMI CANAL ROAD IMPROVEMENT PROJECT

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Salisa Chaiyaput
jiratchaya Ayawanna
Thanadol Kongsomboon
Uba Sirikaew
Nakib Arwaedo

Abstract

This research investigated the properties of soil spoil (spoil), which is the waste from the construction of soil cement column with wet process. The strength of spoil was investigated by unconfined compressive strength (UCS) test. Besides, X-Ray Diffraction (XRD) analysis was characterized and compared the mineralogical composition of spoils, Ordinary Portland Cement (OPC) and Bangkok clay. The soil-spoil samples were evaluated under wrapped and unwrapped conditions for 4-days, 7-days, and 14-days curing period, respectively. The results revealed that the strength of spoil was slightly increased and correlated with the increasing of curing time. The strength of soil cement under unwrapped condition was found to be higher than the wrapped condition.In addition, the mineralogical compositions of spoil were in different form compared to OPC, but relatively similar to that of Bangkok clay. The strength developing in the soil spoil was thus attributed to the evaporation of physical water. Therefore, the soil spoil can be graded as a ground level instead of disposal after finishing.

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Research Articles

References

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