Experimental Research on Creep Characteristics of Nansha Soft Soil
Joint Authors
Source
Issue
Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2014-01-09
Country of Publication
Egypt
No. of Pages
8
Main Subjects
Medicine
Information Technology and Computer Science
Abstract EN
A series of tests were performed to investigate the creep characteristics of soil in interactive marine and terrestrial deposit of Pearl River Delta.
The secondary consolidation test results show that the influence of consolidation pressure on coefficient of secondary consolidation is conditional, which is decided by the consolidation state.
The ratio of coefficient of secondary consolidation and coefficient of compressibility C a / C c is almost a constant, and the value is 0.03.
In the shear-box test, the direct sheer creep failure of soil is mainly controlled by shear stress rather than the accumulation of shear strain.
The triaxial creep features are closely associated with the drainage conditions, and consolidation can weaken the effect of creep.
When the soft soil has triaxial creep damage, the strain rate will increase sharply.
American Psychological Association (APA)
Luo, Qingzi& Chen, Xiaoping. 2014. Experimental Research on Creep Characteristics of Nansha Soft Soil. The Scientific World Journal،Vol. 2014, no. 2014, pp.1-8.
https://search.emarefa.net/detail/BIM-1051799
Modern Language Association (MLA)
Luo, Qingzi& Chen, Xiaoping. Experimental Research on Creep Characteristics of Nansha Soft Soil. The Scientific World Journal No. 2014 (2014), pp.1-8.
https://search.emarefa.net/detail/BIM-1051799
American Medical Association (AMA)
Luo, Qingzi& Chen, Xiaoping. Experimental Research on Creep Characteristics of Nansha Soft Soil. The Scientific World Journal. 2014. Vol. 2014, no. 2014, pp.1-8.
https://search.emarefa.net/detail/BIM-1051799
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1051799
