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Titlebook: Contemporary Issues in Soil Mechanics; Proceedings of the 2 Sayed Hemeda,Mounir Bouassida Conference proceedings 2019 The Editor(s) (if app

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Innovative Model for Settlement Calculations in Organic Soils,on. The characteristics of the organic and mineral fractions significantly impact organic soils behavior. Experimental compression data for peat moss and mixtures of organic fibers with kaolinite or fine sand show a linear relationship between the organic fraction (by weight) and void ratio for cons
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Resilient Modulus Prediction of Subgrade Soil Using Dynamic Cone Penetrometer, expensive laboratory tests, that is somewhat time-consuming. Design engineers sometimes, uses overestimated backcalculated values from non-destructive test, which in turn lead to over-design of pavement. These challenges encourage the need for a valuable and inexpensive insitu geotechnical testing
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Variation of Some Hydrogeochemistry with CBR of Residual Soils from North-Central Nigeria: Impact osement Complex gneiss/schist and granite and Campanian Bida Sandstone. A total of 18 water and 18 soil samples were collected from water wells and soil pits respectively occurring in the 3 lithologic terrains. The water samples were subjected to atomic absorption spectrophotometer to determine the c
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G Shear Test to Determine Shear Characteristics of Coarse Grained Soils at Low Normal Stresses,capacity, slope stability, pile capacity, etc. Therefore the determination of shear strength of soil is prerequisite for engineering purpose. The shear behaviour of soil is influenced by various factors such as drainage, compaction, confining stresses, etc. Hence, it is necessary to analyze the shea
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Features of Investigation of Soil According to Kazakhstan Norm and International Standards,ng of soil by these standards have some differences as long as Kazakhstan Standard is out of date and has not changed science 1994. Eurocode 7 is taking latest technology developments, technical methods and provides for the use of more modern equipment. Discussion of using geotechnical equipment’s,
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