Experimental Investigation of Bearing Capacity of Screw Piles and Excess Porewater Pressure in Soft Clay under Static Axial Loading
نویسندگان
چکیده
In this study, the behavior of screw piles models with continuous helix was studied by conducting laboratory experimental tests on a single pile that has several aspect ratios (L/D) under influence static axial compression loads. The were inserted in soft soil unit weight 18.72 kN/m3 and moisture content 30.19%. Also, liquid limit 55% plasticity index 32%. A physical model designed to investigate ultimate capacity measure generated porewater pressure during loading process. bedding prepared according field failure load assumed corresponding settlement equals 20% diameter. higher than ordinary increases decreasing ratio. bearing flexible (L/D<20) is greater 59.5% rigid (L/D>20), could reach 250% compared pile. estimated well agreed those measured experimentally, but large difference noted for piles.
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2021
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202131801001