Geotechnical properties of evaporite soils of the Dead Sea area |
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| Authors: | Sam Frydman Josef Charrach Ian Goretsky |
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| Institution: | aFaculty of Civil and Environmental Engineering, Technion—Israel Institute of Technology, Haifa 32000, Israel;bDead Sea Works Ltd., Beer-Sheba, Israel;cBuilding and Infrastructure Testing Laboratory, Haifa, Israel |
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| Abstract: | The Dead Sea Basin is the lowest point on earth and is tectonically subsiding. During the Holocene Period the climate became much drier with increasing evaporation whereby initially lacustrine sediments were deposited from the non-marine brines, giving a multi-layered stratigraphy of lime carbonate and halite sediments. The lime carbonate sediments are comprised of laminated, clay to silt sized, clastic sediments (calcite) and authigenic aragonite and gypsum. The halite commonly appears as rock salt. Chemical industries, based on harvesting the salts from the Dead Sea, have developed on both the Israeli and the Jordanian sides of the basin. The lime carbonate soils are used for dike construction, and these soils, together with significant salt layers, are encountered in the foundations of structures, dikes, and tailings dams, requiring definition of their geotechnical properties. Use of standard soil mechanics definitions and testing approaches for the lime carbonates have been found inapplicable, particularly in view of their exceptionally high saline content, and it has been necessary to develop new concepts. The rock salt is encountered at shallow depths, with unit weights considerably lower than those usually discussed in the literature, and with correspondingly different mechanical properties. The geotechnical properties of these soils, and approaches used to define them, are discussed in the paper. |
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| Keywords: | Evaporite soils Rock salt Dead Sea Lisan marl Saline soils |
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