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Springer, New Delhi, pp 11–50Ītat JG, Akpabio IO, George NJ (2013) Allowable bearing capacity for shallow foundation in Eket Local Government Area, Akwa Ibom State, Southern Nigeria. In: Correlations of soil and rock properties in geotechnical engineering. Īmeratunga J, Sivakugan N, Das BM (2016) Geotechnical properties of soils-Fundamentals. Īllali SA, Abed M, Mebarki A (2018) Post-earthquake assessment of buildings damage using fuzzy logic. (2017) Evaluation of geotechnical parameters using geophysical data. In our experiments, hand-drawn cross-sections were compared to those that were generated by our application and the mean visualization accuracy of the system was calculated as 88.39%.Īdewoyin OO, Joshua EO, Akinwumi II, et al.
A fuzzy logic approach with dynamic rules has been applied to standardize the visualization process. For this purpose, we have developed a web-based visualization application that automatically generates geotechnical cross-sections. For this reason, there is a need for an application that standardizes the process and has the ability to visualize cross-sections fast and in a practical way. However, geotechnical cross-sections should not vary according to a researcher’s perspective. Therefore, a visualization may be considered inaccurate by another researcher. The visualization process is done by hand and it may vary depending on the researcher’s academic knowledge, intuition and drawing ability. In order to visualize these cross-sections, geotechnical engineers record the measurements obtained from vertical electrical sounding, seismic refraction or drilling methods. 2D underground models that reflect the physical, mechanical and structural properties of the geological units below the ground are called geotechnical cross-sections.
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