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Titlebook: Recent Research on Geotechnical Engineering, Remote Sensing, Geophysics and Earthquake Seismology; Proceedings of the 1 Attila Çiner,Zeynal

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楼主: Flange
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Effect of Variabilities in Motion Characteristics and Bedrock Depth on Seismic Ground Response Asses energy content for large bedrock depth. At the same time, the de-amplification in energy content is almost similar for all the models at 25 m depth. On the contrary, the modification in frequency content is always higher for larger bedrock depth. A regression equation has been proposed to predict t
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Assessment of Collapse Potential of Lumped Soil in Alluvial Deposit by Double Consolidation Testsollapsible lumps is almost doubled compared to soil containing 50% collapsible lumps and 50% sand in the mixture. The results of this study also provided insight into the volume change behavior of the soil mixture in saturated and unsaturated conditions. These experimental results and proposed guide
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The Generalized Coefficients of Earth Pressure: Numerical Validation and Comparison with Eurocode 8-sults with the respective finite element analysis results. The comparison showed that the proposed expressions are excellent tools for calculating earth pressures and displacements. The results were also compared against the respective ones obtained using EN 1998-5:2004 and the prEN 1998-5 (2021 dra
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Evaluation of the Influence of Olive Pomace Addition on the Geotechnical Properties of Clay Soilhear resistance properties increase. On the other hand, the highest shear strength properties of the treated soil were obtained for the additions of 4 and 6% of olive pomace. Overall, it can be concluded that olive pomace can be considered an ecological and economical solution for treating clay soil
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2522-8714 ploration/theoretical geophysics, geological engineering, geotechnical engineering and geoenvironment, geo-informatics, remote sensing and geohazards, basement architecture and potential data, and numerical and analytical methods in mining sciences and geomechanics..978-3-031-43220-0978-3-031-43218-7Series ISSN 2522-8714 Series E-ISSN 2522-8722
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