Preconstruction solution for Groundwater rise in Sabkha

Sabkha deposits are formed under arid conditions and are considered as a common problematic soil along the coastal area of the Arabian Gulf. Saudi Arabia. One of the most serious problems associated with the coustruction on sabkha is the rise of groundwater level causing settlement and hence imposing additional stress on the structural elements. Groundwater rise in sabkha was attributed to numerous reasons; the interruption of the natural evaporation by construction is considered to the most prominent. The evaporation data along the Arabian Gulf coast had been analyzed and the possible rise in the groundwater level had been predicted using both the evaporation and soil porosity data. A horizontal drain is suggested to interrupt the capillarity in the soil and to drain the infiltrating water and hence stop the groundwater rise. A mathematical model for the optimum selection of the drain characteristics is presented. This model requires the knowledge of some site conditions such as the area to be drained, the thickness of the aquifer and the soil coefficient of permeability. Based on these values a design curve can be constructed to relate the horizontal drain characteristics such as the longitudinal transmissivity of the drain, its thickness and its slope. An example using the parameters of a specific site conditions along the Arabian Gulf coast is given to present the suggested design curve. The relative significance of these parameters on the drain characteristics and geometry is also discussed.