中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading

文献类型:期刊论文

作者Jiang, Wenhao; Zheng, Lingwei; Ge, Shangqi; Zhang, Xunli
刊名INTERNATIONAL JOURNAL OF GEOMECHANICS
出版日期2022-05-01
卷号22期号:5
ISSN号1532-3641
关键词Soft soils Nonlinear consolidation Time-dependent loading Approximate analytical solutions Consolidation behavior
英文摘要A surcharge preloading method with time-dependent loading is widely used for accelerating the consolidation process of soft soils, and different loading patterns have a great effect on the consolidation characteristics. For one-dimensional nonlinear consolidation of soft soils considering the variable compressibility and permeability, the general approximate analytical solutions for one-dimensional nonlinear consolidation under time-dependent loading are derived. Moreover, two forms of boundary conditions are considered according to engineering practice. With reference to the general analytical solutions presented, the expressions for the solutions under several common loading patterns, such as the multistage instantaneous loading pattern, multistage linear loading pattern, and cyclic loading pattern, are given. The accuracy and correctness of the approximate analytical solutions are proven by comparing the approximate analytical solutions with the finite-difference solutions and two experimental results with different boundary conditions. Based on the approximate analytical solutions proposed, the consolidation behaviors of soft soils under different loading patterns are analyzed. In conclusion, the proposed approximate analytical solutions have a simple and clear form, which is convenient for calculations in engineering applications.
学科主题Engineering
语种英语
出版者ASCE-AMER SOC CIVIL ENGINEERS
WOS记录号WOS:000769732800016
源URL[http://119.78.100.198/handle/2S6PX9GI/34834]  
专题中科院武汉岩土力学所
作者单位1.Zhejiang University;
2.Chinese Academy of Sciences; Wuhan Institute of Rock & Soil Mechanics, CAS;
3.Zhejiang University
推荐引用方式
GB/T 7714
Jiang, Wenhao,Zheng, Lingwei,Ge, Shangqi,et al. General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2022,22(5).
APA Jiang, Wenhao,Zheng, Lingwei,Ge, Shangqi,&Zhang, Xunli.(2022).General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading.INTERNATIONAL JOURNAL OF GEOMECHANICS,22(5).
MLA Jiang, Wenhao,et al."General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading".INTERNATIONAL JOURNAL OF GEOMECHANICS 22.5(2022).

入库方式: OAI收割

来源:武汉岩土力学研究所

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