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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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楼主: 娱乐某人
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Drained Response of Granular Material,as 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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Cut Slope Stability Analysis of Rangvamual Landslide Along Aizawl Airport Road, Northeast India,d. 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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,Prediction of Parallel Clay Cracks Using Neural Networks – A Feasibility Study,nt 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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Validation of Compression Index Approximations Using Soil Void Ratio,nd conferences. A total of 1722 data points relating the compression index to soil void ratio were analyzed. Using MATLAB, the authors developed new regression models that relate the compression index of normally consolidated soils to its void ratio and including careful examination of data outliers
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Resilient Modulus Prediction of Subgrade Soil Using Dynamic Cone Penetrometer,tional approach is used in this investigation to ascertain resilient performance of an existing pavement foundation (subgrade) situated at Enugu - Abakaliki – Ikom Highway Road, in South-East of Nigeria. The experimental program includes tests, routinely used in geotechnical engineering such as: Par
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