粘弹性
堆
无量纲量
结算(财务)
岩土工程
分数阶微积分
拉普拉斯变换
土壤水分
地质学
数学
机械
应用数学
数学分析
材料科学
土壤科学
计算机科学
物理
付款
万维网
复合材料
作者
Xiao-mi Li,Qian‐qing Zhang,Shan-wei Liu
出处
期刊:International Journal of Geomechanics
[American Society of Civil Engineers]
日期:2021-02-01
卷期号:21 (2)
被引量:6
标识
DOI:10.1061/(asce)gm.1943-5622.0001906
摘要
This paper proposes a semianalytical solution to analyze the long-term settlement of a single pile embedded in fractional derivative viscoelastic soils under time-dependent loading. In this paper, a three-dimensional (3D) fractional derivative viscoelastic model will be introduced to describe the rheological behavior of soils around the pile. Based on the shear deformation compatibility between the pile and soils, the semianalytical solution will be strictly derived using the correspondence principle and the Laplace transform technique. Three well-documented cases will be used to verify the correctness and reliability of the proposed semianalytical solution, all of which show a very close agreement. Furthermore, worked examples that include instantaneous and ramp loadings will be carried out to capture the influence of six dimensionless parameters, that is, a, b, c, d, κ, and α, on the long-term settlement of a single pile. The results indicate that: the dimensionless settlement for fractional derivative viscoelastic models is larger in the early stage and smaller in the later stage than those for conventional viscoelastic models; the dimensionless settlement capacity of the pile is controlled by the parameters a and d, and the dimensionless settlement rate is controlled by the parameters b and α, which means the selection of these four parameters has a great influence on the long-term settlement; and the parameter c causes little variation in the results.
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