Experimental investigation on seismic behavior of single piles in sandy soil |
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Authors: | Werasak Raongjant Meng Jing |
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Affiliation: | Department of Civil Engineering,Faculty of Engineering,Rajamangala University of Technology Thanyaburi,Thanyaburi 1211 0,Thailand |
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Abstract: | This paper describes a quasi-static test program featuring lateral cyclic loading on single piles in sandy soil. The tests were conducted on 18 aluminum model piles with different cross sections and lateral load eccentricity ratios, e/d, (e is the lateral load eccentricity and d is the diameter of pile) of 0, 4 and 8, embedded in sand with a relative density of 30% and 70%. The experimental results include lateral load-displacement hysteresis loops, skeleton curves and energy dissipation curves. Lateral cap... |
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Keywords: | seismic behavior single pile sandy soil load eccentricity ratio lateral resistance |
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