期刊文献+

Influence of natural deposition plane orientation on oedometric consolidation behavior of three typical clays from southeast coast of China

Influence of natural deposition plane orientation on oedometric consolidation behavior of three typical clays from southeast coast of China
原文传递
导出
摘要 The parameters obtained from oedometric consolidation tests are commonly used in the development of constitutive modeling and for engineering practice. This paper focuses on the influence of the natural deposition plane orientation on oedometric consolidation behavior of three natural clays from the southeast coast of China. Oedometer tests were conducted on intact specimens prepared by sampling at a series of angles relative to the natural deposition plane. For each specimen, yield stress,compressibility indexes, secondary compression, and permeability coefficients were determined. The influence of the sampling angle on these properties was investigated, revealing that yield stress, compression index, swelling index, creep index, ratio of secondary compression coefficient to compression index(Cae/Cc) and permeability coefficient were all dependent to some extent on the sampling angle. These findings indicate the role of the anisotropy due to the natural deposition on the oedometric consolidation behavior. The parameters obtained from oedometric consolidation tests are commonly used in the development of constitutive modeling and for engineering practice. This paper focuses on the influence of the natural deposition plane orientation on oe- dometric consolidation behavior of three natural clays from the southeast coast of China. Oedometer tests were conducted on intact specimens prepared by sampling at a series of angles relative to the natural deposition plane. For each specimen, yield stress, compressibility indexes, secondary compression, and permeability coefficients were determined. The influence of the sampling angle on these properties was investigated, revealing that yield stress, compression index, swelling index, creep index, ratio of secondary compression coefficient to compression index (Cae/JCc) and permeability coefficient were all dependent to some extent on the sampling angle. These findings indicate the role of the anisotropy due to the natural deposition on the oedometric con- solidation behavior.
出处 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2013年第11期767-777,共11页 浙江大学学报(英文版)A辑(应用物理与工程)
基金 Project supported by the National Natural Science Foundation of China(Nos.41240024 and 41372285) the Shanghai Pujiang Talent Plan(No.11PJ1405700) the Research Fund for the Doctoral Program of Higher Education of China(No.20110073120012) the European Project CREEP(No.PIAPP-GA-2011-286397)
关键词 CLAY COMPRESSIBILITY CONSOLIDATION Creep Permeability Natural deposition Clay, Compressibility, Consolidation, Creep, Permeability, Natural deposition
  • 相关文献

参考文献1

二级参考文献20

  • 1张坤勇,殷宗泽,梅国雄.土体各向异性研究进展[J].岩土力学,2004,25(9):1503-1509. 被引量:26
  • 2刘恩龙,沈珠江.结构性土的二元介质模型[J].水利学报,2005,36(4):391-395. 被引量:34
  • 3沈扬,周建,张金良,龚晓南.考虑主应力方向变化的原状黏土强度及超静孔压特性研究[J].岩土工程学报,2007,29(6):843-847. 被引量:27
  • 4魏星,黄茂松.天然结构性黏土的各向异性边界面模型[J].岩土工程学报,2007,29(8):1224-1229. 被引量:18
  • 5ZDRAVKOVIC L, POTTS D M, HIGHT D W. The effect of strength anisotropy on the behavior of embankments on soft ground[J]. G6otechnique, 2002, 52(6): 447 - 457.
  • 6HIGHT D W, GENS A, SYMES M J. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils[J]. Geotechnique, 1983, 33(4): 355 - 383.
  • 7SIVATHAYALAN S, VAID Y E Influence of generalized initial state and principal stress rotation on the undrained response of sands[J]. Canadian Geotechnical Journal, 2002, 39(1): 63 - 76.
  • 8LIN H, PENUMADU D. Experimental investigation on principal stress rotation in Kaolin clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2005, 131(5): 633 - 642.
  • 9NISHIMURA S, MINH N A, JARDINE R J. Shear strength anisotropy of natural London clay[J]. Geotechnique, 2007, 57(1): 49 - 62.
  • 10LEROUEIL S, VAUGHAN P R. The general and congruent effects of structure in natural soil and weak rock[J]. Geotechnique, 1990, 40(3): 467 - 488.

共引文献19

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部