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Titlebook: Research Developments in Geotechnics, Geo-Informatics and Remote Sensing; Proceedings of the 2 Hesham El-Askary,Zeynal Abiddin Erguler,Held

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Soil Stabilization Using Local Wastee suitable for that purpose. In this context, the improvement of the soil characteristics is recommended as a remedy. To this end, certain techniques of stabilization and or reinforcement are applied. Each year, the phenomenon of swelling affects various types of structures (light buildings, roadway
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Strength Properties of Expansive Clayey Soil Stabilized with Nano-scoria and Nano-limeis end, three expansive clayey soil samples quarried from three different sites in the south of Syria are analysed. Three replacement levels of NVS are used, i.e. 0, 1 and 2%. Atterberg limits, compaction, unconfined compressive strength (UCS) and California bearing capacity (CBR) are investigated.
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Use of Soil Densification Process to Resolve Soil Instabilities in Chlef City (Algeria)zone to seismic risk. In this respect, a laboratory investigation is conducted using the triaxial apparatus to test the efficiency of the use of densification process on the improvement of Chlef silt-sandy soil’s mechanical properties. Thus, soil samples with various relative densities . are tested
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Effect of Dune Sand on the Swelling Soils Stabilization; Case Study: The Region of Adrar (Algeria)d characterization of their swelling potential. The present research focuses on the addition of dune sand to stabilize this phenomenon. The choice of this material is justified by its availability at a local level, in the region of Adrar, thus, the low cost. Several tests are carried out for the ide
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Study of the Fracturing of the Kissir Dam Site and Risks of Water Leakage—Jijel, North-East of Algeron—Kissir Dam which will serve to mobilize a volume of 68 Hm. of the water of the Oued eponym. This study aims to contribute to the understanding of the hydrogeological conditions of the site that no previous work has realized yet. To this end, the fracking of the site is investigated and the data o
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Geological, Hydrological and Geotechnical Impact for the Landslides Susceptibility in Mila Basin (Noof the site, or dynamic variables such as precipitation, earthquakes and anthropogenic activities. The present work is a hydrological and geotechnical geological study aiming to propose effective solutions and to determine areas with high potential for instability.
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Analysis of the Causes of Landslide in the Village Podi, Montenegroysis. The results of such analysis indicated that the improper depositing of material over the upper part of a conditionally stable slope induced the landslide activation for two reasons: an increase in shear stress and a change in the natural groundwater regime, which in turn affected elevation in the pore water pressure.
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