Titlebook: 5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering; Proceedings of ZM 20 Cavit Atalar,Feyza Çi

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Kornelia Hahn,Andreas Langenohlclassification class boundaries –here taken from (Robertson, 2009) and Marchetti, (2001) chart– are applied with user-specified refinements. The proposed algorithm is applied to CPTu and DMT sounding records performed at Barcelona harbor (Spain).

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2366-2557 by leading experts in the field.This volume highlights the latest advances and innovations in the field of soil mechanics and geotechnical engineering, as presented by leading international researchers and engineers at the 5th International Conference on New Developments in Soil Mechanics and Geotec

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Kornelia Hahn,Andreas Langenohlwhere C. is the compression index and C. is the swelling index. Zones delimited by a C./C. value and a swelling pressure (σ.) value are identified to differentiate expansive soils from non-expansive soils. When C./C. ratio is higher or equal to 15, the swelling pressure is practically equal to zero.

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Static and Dynamic Behavior of Shallow Foundation Reinforced by Honey Cell Modular Block978-1-349-02554-1