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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https://doi.org/10.1007/b105972as found that the overall drained behaviour is dependent on both density state i.e. void ratio (.) and stress state i.e. confining stress (.′) as observed in many laboratory triaxial tests. The characteristic (Ch) state, where the behaviour (volumetric strain, ε.) changes from contractive to dilativ

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UMTS Radio Interface Field Measurementsd. Landslide experienced in the area after slope modification for building construction followed by rainfalls on June and September in 2014. One building collapsed, landslide debris affected Cold Storage Building, distorted one post of 132?kV power line that connecting western towns of the State, an

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https://doi.org/10.1007/b105973, particularly the undrained shear strength. Static triaxial tests on reconstituted samples of sand with 0, 10, 20, 30, and 40% of low plasticity fines content by weight were carried out using GDS ELDYN? triaxial machine. The tests were performed on tropical specimens of three different sizes of san

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https://doi.org/10.1007/b105973nt and nature of cracks in clay is vital for the design and construction of geo-infrastructures. While many models have been developed over the years to predict cracking, they are focused on a single crack rather than the whole network. This paper presents a feasibility study on a novel intelligent

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https://doi.org/10.1007/978-3-030-01941-9In situ test; Laboratory test; Ground improvement; Soil stability; Foundations; In Situ and laboratory Te