GEOTECHNICAL BEHAVIOR OF SALINE SABKHA SOILS

The behaviour of salt-cemented sabkha soil was investigated by conside ring the effect of brine and distilled water on its properties. Labora tory and field testing programmes were conducted to examine the effect of soaking and leaching on the structure, compressibility, collapse, permeability, load-carrying capacity and settlement of sabkha soil. Re sults indicate that the percolation of distilled water through the sab kha causes destruction of the natural cementation, leading to collapse , increase in permeability, reduction in strength and increase in sett lement. Dissolution and leaching of halite, gypsiferous and calcarenit e cements occur, leaving the quartz particles covered by a thin loose mat of illitic clay with large voids. The collapse deformation of sabk ha is inclusively linked to the ambient salt complex, which determines the structural properties of the soil and promotes the development of collapse on wetting. The soaking of sabkha produces practically negli gible collapse; leaching causes a significant collapse due to the soft ening, dissolution and effusion of salts from the soil skeleton.