Bearing capacity optimization of T-shaped soil-cement column-improved soft ground under soft fill |
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Authors: | Pengpeng Ni Yaolin Yi Songyu Liu |
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Affiliation: | 1. Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Guangdong Key Laboratory of Oceanic Civil Engineering, Guangdong Research Center for Underground Space Exploitation Technology, School of Civil Engineering, Sun Yat-sen University, Guangzhou 510275, China;2. School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798, Singapore;3. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China |
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Abstract: | During dredging activities, a large amount of dredged clay slurry or lump is produced. A dumping site composed of soft clay near the water body is often used to deposit dredged soft fill. Soil-cement columns are commonly employed to treat the soft ground for this application. Under soft fill, failure of soft clay dominates the behaviour of composite ground. Hence, a soil-cement slab is needed to form a load transfer platform above the columns, which is costly. As an alternative, the use of T-shaped column with an enlarged column cap is proposed. In this study, the responses of composite ground with T-shaped column are measured experimentally, which are used to calibrate a numerical model. The results of numerical parametric analyses show that the implementation of T-shaped column under soft fill can change the governing failure mode into column failure, once the diameter of column cap exceeds a certain value, after which the improvement efficiency is the same between T-shaped column and column-slab system. The height of column cap results in negligible difference in bearing capacity, and a minimum value of 0.3 m is suggested for use in design to avoid punching failure. |
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Keywords: | Composite ground T-shaped column Soft fill Bearing capacity Optimization |
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