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Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings
https://orcid.org/0000-0002-3226-0128
Abstract In this paper, the nonlinear consolidation behavior of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings was investigated. Using the variables separation method, a series of analytical solutions were derived to calculate the excess pore water pressure and the average degree of consolidation of the soil subjected to various cyclic loadings including trapezoidal cyclic loading, rectangular cyclic loading, triangular cyclic loading and haversine cyclic loading. The correctness of the proposed solutions was verified through degenerating into the existing solutions. Finally, the effects of different parameters on the nonlinear consolidation behavior of soil with vertical drains under cyclic loadings were analyzed.
Highlights Analytical solutions are derived for nonlinear consolidation of soft soil with vertical drains under cyclic loadings. The presented solutions can be degenerated into the existing solutions for special case. The effects of different parameters on consolidation of soil with vertical drains under cyclic loadings are investigated.
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings
https://orcid.org/0000-0002-3226-0128
Abstract In this paper, the nonlinear consolidation behavior of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings was investigated. Using the variables separation method, a series of analytical solutions were derived to calculate the excess pore water pressure and the average degree of consolidation of the soil subjected to various cyclic loadings including trapezoidal cyclic loading, rectangular cyclic loading, triangular cyclic loading and haversine cyclic loading. The correctness of the proposed solutions was verified through degenerating into the existing solutions. Finally, the effects of different parameters on the nonlinear consolidation behavior of soil with vertical drains under cyclic loadings were analyzed.
Highlights Analytical solutions are derived for nonlinear consolidation of soft soil with vertical drains under cyclic loadings. The presented solutions can be degenerated into the existing solutions for special case. The effects of different parameters on consolidation of soil with vertical drains under cyclic loadings are investigated.
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings
https://orcid.org/0000-0002-3226-0128
Abstract In this paper, the nonlinear consolidation behavior of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings was investigated. Using the variables separation method, a series of analytical solutions were derived to calculate the excess pore water pressure and the average degree of consolidation of the soil subjected to various cyclic loadings including trapezoidal cyclic loading, rectangular cyclic loading, triangular cyclic loading and haversine cyclic loading. The correctness of the proposed solutions was verified through degenerating into the existing solutions. Finally, the effects of different parameters on the nonlinear consolidation behavior of soil with vertical drains under cyclic loadings were analyzed.
Highlights Analytical solutions are derived for nonlinear consolidation of soft soil with vertical drains under cyclic loadings. The presented solutions can be degenerated into the existing solutions for special case. The effects of different parameters on consolidation of soil with vertical drains under cyclic loadings are investigated.
Nonlinear consolidation analysis of soft soil with vertical drains considering well resistance and smear effect under cyclic loadings
Kim, Pyol (author) / Kim, Tong-Chol (author) / Kim, Yong-Gun (author) / Myong, Hak-Bom (author) / Jon, Kwang-Su (author) / Jon, Song-Hun (author)
Geotextiles and Geomembranes ; 49 ; 1440-1446
2021-05-25
7 pages
Article (Journal)
Electronic Resource
English
Effect of Smear on Radial Consolidation with Vertical Drains
| British Library Conference Proceedings | 2011