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

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Geotechnical Properties of Artificially Produced Soilsed clearly according to mechanical and physical parameters. However, sometimes irregularities of soil grains affect the experimental results in terms of shape and structure. In this study, an artificial granular material is produced thanks to three-dimensional printing technology to solve this probl

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Classification Artificial Intelligence Algorithms Coupled with Clustering Algorithms: A Potential Te, it isn’t easy to develop a model considering all the independent soil variables. To overcome this limitation, this paper demonstrates that combining two artificial intelligence (AI) techniques could be worthwhile to assess soil liquefaction susceptibility based on the cone penetration test (CPT) d

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Estimation of Site Response Characteristics by a Comparative Study of Numerical Modeling in Adapazarsedimentary basin of Adapazarı takes its place. The study discusses the seismic site response problem considering one-dimensional earthquake wave propagation. To assist the engineers in improving a trustable site response model (for geotechnical earthquake studies) considering elastic base layers th

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Estimating in Situ Deep Soil Dynamic Properties Using PS Suspension Logging and Accelerograph Recordity are currently being used for that purpose. In this study, for determining the dynamic soil properties, accelerograph records and the P-S suspension logging system were used to measure the (P) compressional-wave and (S) shear-wave seismic velocity of deep soil. For this last survey, a 42-m deep w

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Effect of Variabilities in Motion Characteristics and Bedrock Depth on Seismic Ground Response Assess. Hence, the present study focuses on assessing the impact of half-space depth on seismic ground response using nonlinear 1-D numerical analysis. The properties of Nevada sand and calibrated nonlinear parameters available in the literature have been used for constructing the numerical models. This

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Assessment of Collapse Potential of Lumped Soil in Alluvial Deposit by Double Consolidation Testsegions, quantifying the collapse phenomenon in alluvial soil is essential for safe foundation design. This paper illustrates the assessment of the collapse potential of Ganga basin alluvial sand deposits to quantify the amount of soil settlement. A series of double consolidation tests have been cond

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Influence of Grain Size Distribution into the Desiccated Crack Behavior of Lateritic Soilhas been exposed to and the lateritic soil‘s mineralogical composition. The study area is located at Sungai Merab, Bangi, Selangor, with lateritic soils dominating the landscape. Two samples, (S-O) and (S-F), each with in-situ and fine-grained grain size distribution, were prepared to assess the inf