Analytical and numerical solutions for vacuum preloading considering a radius related strain distribution |
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| Affiliation: | 1. College of Architecture and Civil Engineering, Wenzhou University, Chashan University Town, Wenzhou 325035, China;2. College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China;3. The Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Reclamation of Zhejiang Province, China;4. Innovation Centre of Tideland Reclamation and Ecological Protection, Wenzhou University, Wenzhou, Zhejiang 325035, China |
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| Abstract: | A system of PVDs combined with other preloading methods such as vacuum preloading and surcharge preloading is an effective and economical method which is widely used in the ground treatment. The consolidation theories for drain wells under equal strain condition are often used in the design of ground treatment by PVDs. A radius related strain distribution is proposed to get analytical solutions for the excess pore water pressure and settlement. A linear distributed vacuum pressure along the drain depth and the smear zone as well as well resistance are considered. The numerical results for vacuum loading process are obtained by developed FEM model to compare with the analytical solutions. The results indicate that the influence of the equal strain hypothesis cannot be neglected when n is larger than 10, where n denotes the ratio of diameter of the model to diameter of the drain. The analytical solutions proposed in this paper are more consistent with the numerical results than the analytical results obtained employing the equal strain condition. |
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