STABILIZATION OF AN ARID, SALINE SABKHA SOIL USING ADDITIVES

This paper describes the results of an investigation on the effect of five stabilizing agents, namely limestone dust, marl, emulsified aspha lt, cement and lime, on the properties of an arid, saline sabkha soil from eastern Saudi Arabia. Standard compaction and unconfined compress ive strength tests were performed, the latter on wrapped specimens tha t had been allowed to cure for seven days. The results indicated that the density of sabkha mixtures could not be used as a primary criterio n in any stabilization programme and the maximum strength of sabkha mi xtures was attained at moisture contents much lower than the optimum. Despite the sabkha's coarse-grained nature, neither addition of marl n or of emulsified asphalt gave any significant improvement in the prope rties of sabkha and the effect of adding limestone dust was marginal. However, the addition of either lime or cement in the range of 2.5 to 10% by weight of soil increased the strength between 2 1/2 and 22 time s.