Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/60154
Title: Finite layer analysis of three-dimensional biot consolidation of homogeneous soils
Other Titles: 横观各向同性土体三维比奥固结有限层解法
Authors: Mei, GX
Zai, JM
Zhao, WB
Yin, JH 
Keywords: Finite layer analysis
Biot’s consolidation
Three-dimension
Cross-an isotropic
Issue Date: 2004
Publisher: 中国工程院中国工程科学出版委员会
Source: 中国工程科学 (Engineering science), July 2004, v. 6, no. 7, p. 43-47 How to cite?
Journal: 中国工程科学 (Engineering science) 
Abstract: 建立了三维横观各向同性土体固结的有限层求解方法 ,并编制了相应的计算程序 ;通过 2个算例的分析对比 ,验证了计算方法和程序的正确性 ;探讨了横观各向同性地基参数对三维地基固结的影响 ,给出了对工程有价值的相关计算图表和结论。
This paper presents a finite layer procedure for the consolidation analysis of layered soils using a cross isotropic elastic constitutive model. The program is first verified using two published results. Then using this program,the influences of cross isotropy on the consolidation behavior are analyzed. The results obtained using the cross isotropic elastic model are compared with results using isotropic elastic model. It is found that the cross isotropy has very large influences on the consolidation behavior. Curves of the average degree of consolidation are obtained and presented in the paper,which is useful for engineering practice.
URI: http://hdl.handle.net/10397/60154
ISSN: 1009-1742
Rights: © 2004 中国学术期刊电子杂志出版社。本内容的使用仅限于教育、科研之目的。
© 2004 China Academic Journal Electronic Publishing House. It is to be used strictly for educational and research purposes.
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