Study on aging of single pile in soft soil foundation

3rd International Conference on Energy Materials and Environment Engineering

能源学;生态环境科学

Chen, Tiejun^1 ; Cao, Haiying^2

Hebei Vocational and Technical College of Building Materials, Qinhuangdao, Hebei

066004, China^1

School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao, Hebei

066004, China^2

关键词: Biot consolidation;    Biot consolidation theory;    Modified methods;    Single piles;    Soft soil foundation;    Under loads;    Whole process;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/61/1/012119/pdf
DOI  :  10.1088/1755-1315/61/1/012119

学科分类：环境科学（综合）

来源: IOP

【 摘 要 】

In this paper, the single pile under load is analyzed by using the Biot consolidation equation and the modified method of the coupling of the Komala - Huang model. The consolidation of soil is simulated by Biot consolidation theory, and the whole process of the deformation of single pile is presented in the paper by means of the modified Komala - Huang model. Some useful conclusions are obtained by analyzing the variation of the pore pressure and the settlement of the soil under the action of load.