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Assessment of glass fiber-reinforced polyester pipe powder in soil improvement

Frontiers of Structural and Civil Engineering 2021年第3期15卷 742-753页

作者： Baki BAGRIACIK Ahmet BEYCIOGLU Szymon TOPOLINSKI Emre AKMAZ Sedat SERT esra deniz guner Department of Civil Engineering Çukurova UniversityAdana 01330Turkey Department of Civil Engineering Adana Alparslan TürkeşScience and Technology UniversityAdana 01250Turkey Department of Civil Engineering UTP Science and Technology UniversityBydgoszcz 85796Poland Geoenvironmental Infrastructure(SGI)Research Group George Mason UniversityFairfaxVA 22030USA Department of Civil Engineering Sakarya UniversitySakarya 54187Turkey Department of Environmental Engineering Çukurova UniversityAdana 01330Turkey

This study investigates the use of glass fiber-reinforced polyester(GRP)pipe powder(PP)for improving the bearing capacity of sandy *** a series of direct share tests,the optimum PP addition for improving the bearing capacity of soils was found to be 12%.Then,using the optimum PP addition,the bearing capacity of the soil was estimated through a series of loading tests on a shallow foundation model placed in a test *** bearing capacity of sandy soil was improved by up to 30.7%.The ratio of the depth of the PP-reinforced soil to the diameter of the foundation model(H/D)of 1.25 could sufficiently strengthen sandy soil when the optimum PP ratio was *** analyses showed that the increase in the bearing capacity can be attributed to the chopped fibers in the PP and their multiaxial distribution in the *** improving the engineering properties of soils,using PP as an additive in soils would reduce the accumulation of the industrial waste,thus providing a twofold benefit.

关键词： shallow foundation sandy soil bearing capacity soil improvement pipe powder

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