Use of Polypropylene Fibers as a Soil Improvement Method for Sands

Bildiriler > Tam Metin Bildiri · 2024

Yazarlar: Tuğçe TUFAN ERENER, Devrim Şüfa ERDOĞAN, Mehmet Fahrettin Erener

VI. International Ege Composite Materials Symposium 2024, Türkiye, İzmir, Uluslararası, Sözlü Sunum, Tam Metin Bildiri, 2024-2024, cilt 1, ss 47-56

Özet

<p>Soil&nbsp;improvement&nbsp;methods&nbsp;in&nbsp;geotechnical&nbsp;engineering&nbsp;are&nbsp;comprised&nbsp;of&nbsp;different&nbsp;techniquessuch&nbsp;as&nbsp;compaction,&nbsp;jet&nbsp;grouting.&nbsp;In&nbsp;addition,&nbsp;use&nbsp;of&nbsp;additives&nbsp;in&nbsp;soils&nbsp;to&nbsp;create&nbsp;composite&nbsp;material&nbsp;and&nbsp;toimprove&nbsp;engineering&nbsp;properties&nbsp;is&nbsp;widely&nbsp;used&nbsp;by&nbsp;researchers.&nbsp;In&nbsp;this&nbsp;study,&nbsp;the&nbsp;effect&nbsp;of&nbsp;addingpolypropylene&nbsp;fibers&nbsp;in&nbsp;sandy&nbsp;soils&nbsp;is&nbsp;investigated&nbsp;in&nbsp;terms&nbsp;of&nbsp;shear&nbsp;strength&nbsp;behavior&nbsp;by&nbsp;carrying&nbsp;outconsolidated&nbsp;undrained&nbsp;triaxial&nbsp;compression&nbsp;tests.&nbsp;Samples&nbsp;are&nbsp;prepared&nbsp;with&nbsp;two&nbsp;relative&nbsp;densitiesrepresenting&nbsp;loose&nbsp;sand&nbsp;and&nbsp;dense&nbsp;sand&nbsp;conditions.&nbsp;The&nbsp;amount&nbsp;of&nbsp;fiber&nbsp;content&nbsp;is&nbsp;determined&nbsp;as&nbsp;0.1%,0.3%&nbsp;and&nbsp;0.5%.&nbsp;To&nbsp;reflect&nbsp;the&nbsp;effect&nbsp;of&nbsp;overburden,&nbsp;samples&nbsp;are&nbsp;subjected&nbsp;to&nbsp;consolidation&nbsp;pressures&nbsp;of&nbsp;50,100&nbsp;and&nbsp;200&nbsp;kPa.&nbsp;Results&nbsp;are&nbsp;interpreted&nbsp;in&nbsp;terms&nbsp;of&nbsp;dilative&nbsp;and&nbsp;contractive&nbsp;behavior,&nbsp;stress-strainrelationship,&nbsp;excess&nbsp;pore&nbsp;pressures&nbsp;and&nbsp;undrained&nbsp;effective&nbsp;stress&nbsp;path&nbsp;behavior.&nbsp;</p>

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