Weak marine clay deposits are present in several regions of the world and t
hey are imposing severe problems for structures founded in these deposits.
The use of chemicals lime to improve the properties of these soft deposits
is not new. In the present investigation, a test programme was carried out
to study the influence of temperature on the engineering behaviour of chemi
cal piles treated clays in the presence of sulphate and chloride contaminat
ed marine environment. The formation of various cementation compounds due t
o soil-lime reactions were identified by X-ray diffraction studies, and the
attributed changes occurred in the engineering properties of the soil syst
ems were also brought out. The test results indicated that the increase in
temperature has improved the engineering properties of soil significantly.
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