Titlebook: Current Trends in Civil Engineering and Engineering Sciences 2024, Vol 1; Proceedings of 4ICGE Mahdi Karkush,Deepankar Choudhury,Mohammed F

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Spartan

Emmenagogue

An Investigation into the Modification of Rainfall Warning Thresholds of Slope Influenced by Earthqu prone to disasters such as landslides, mudslides, and debris flows are very frequent. Consequently, Taiwan has implemented high-standard disaster prevention and control measures, complemented by software-based strategies. Among these, the rainfall-triggered landslide warning threshold plays a cruci

事先無準(zhǔn)備

Effects of Oil Contamination on the Behavior of Clay Soil: “A Case Study of Maysan Refinery, Iraq”y in industry and transport. However, the growing global demand for petroleum products is leading to a number of negative consequences. The extraction of crude oil and the occurrence of spills and leaks have the potential to contaminate soils and alter their physical, mechanical and chemical propert

Morphine

Investigating the Effect of Nano-silica on the Geotechnical Behavior of Gypseous Soilon gypseous soil undergo significant deformations due to the soil’s ability to collapse. Nano-silica is now being used as an additive in geotechnical engineering to enhance the important properties of soils. This study provides a comprehensive review of the characteristics of nano-silica and its imp

高興一回

The Effect of Geotextiles on the Geotechnical Properties of Gypseous Soilemi-arid regions of the world. As for Iraq, gypseous soils covers about (30–35) % of the total area of Iraq, as this type of soil is found in the Western Desert and extends to the southern parts of the country. Gypseous soils are considered strong soils, but they are subject to sudden collapse when

高興一回

Flounder

Experimental Studies for Seismic Loading Effects on Shallow Foundations Resting on Sand: A Reviewhe earthquake’s influences on building foundations experimentally using manufactured devices like shaking tables and centrifuge equipment. Shallow foundations resting on dry and saturated cohesionless soils experienced excess settlement and bearing capacity failures during earthquakes due to liquefa

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