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Titlebook: Innovative Solutions for Soil Structure Interaction; Proceedings of the 3 Hany El-Naggar,Khalid El-Zahaby,Hany Shehata Conference proceedin

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Use and Comparison of New QA/QC Technologies in a Test Shaft,s and limited redundancy of many drilled shaft foundations. On a recent project in the United States, several traditional and newer methods of quality control and quality assurance were used to assess the drilled shaft excavation, base condition, concrete quality, and capacity. The radii, shape, ver
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A Case Study on Buckling Stability of Piles in Liquefiable Ground for a Coal-Fired Power Station inion (CFPS) in Indonesia. As the rapid growth in the economy sector, the demand for electricity is increasing and a CFPS is planned and constructed in Central Java. During the planning stage, the risk caused by earthquakes should be considered. As the foundation soils of the site consist of soft sand
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Factors Affecting Lubrication of Pipejacking in Soft Alluvial Deposits,es. However, a consensus due to limited studies has not yet reached. This study describes a method that can be used to evaluate the lubrication performance by the reduction in the frictional coefficient . as a function of injection mode, soil and lubrication natures, and pipe deviation. The results
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,Effect of Soil–Structure Interaction on Free Vibration Characteristics of Antenna Structure,natural frequency. The analysis model simulated with fixed base condition and soil structure interaction. A parametric study is conducted to understand the antenna structure soil behavior (soil structure interaction (SSI)) by changing the antenna orientation, soil properties with impedance functions
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Hurricane Risk Management Strategies for Insurers in a Changing Climate,bedded in insurance premiums could be a key driver for how climate adaptation decisions are made by individuals and communities. Therefore, risk assessments made in the insurance sector are critical for determining how the built environment responds to and rebuilds from natural disasters, and how so
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