Study on Characteristic of Saturated Soft Clay under one-Way Cyclic Loading

Tian Jun Liu; Guan Feng An; Hong Bin Zhang

doi:10.4028/www.scientific.net/AMR.168-170.690

Paper Titles

State-of-the-Art Review on Concrete Softening Curve
p.669

Experimental Study of Mechanical Behavior of Concrete Filled Steel Tubular Short Columns after Fire
p.674

Experimental Research on Fire Response and Post-Fire Bearing Capacity of Profiled Sheet-Ceramsite Concrete Composite Floor
p.679

Study on Micro-Structure Rebuild of Clay in Process of Consolidation
p.685

Study on Characteristic of Saturated Soft Clay under one-Way Cyclic Loading
p.690

Analytical Solution and Engineering Application of the Inclined Rectangle Plate under Longitudinal and Lateral Load
p.696

Effect of Aggregate on Drying Shrinkage of Concrete
p.701

Strength Properties of Activated Hwangtoh Mortars
p.709

Crack Resistance Evaluating of HSC Based on Thermal Stress Testing
p.716

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Study on Characteristic of Saturated Soft Clay...

Study on Characteristic of Saturated Soft Clay under one-Way Cyclic Loading

Abstract:

Simulating traffic loading, the high liquid limit clay specimens and the low liquid limit clay specimens of the Pearl River delta are engaged in cyclic triaxial tests under one-way cyclic loading respectively. The influence of axial stress, confining stress and plasticity index are taken into account. A critical dynamic stress ratio of saturated soft clay under one-way cyclic loading and the variations of axis strain and pore pressure with number of cycles were obtained. The conclusions are helpful to compute the settlement of saturated soft foundation under traffic loading after work.

You might also be interested in these eBooks

Advances in Building Materials, ICSBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

690-695

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.690

Citation:

Cite this paper

Online since:

December 2010

Authors:

Tian Jun Liu, Guan Feng An, Hong Bin Zhang

Keywords:

Critical Dynamic Stress Ratio, Deformation, One-Way Cyclic Loading, Pore Pressure, Saturated Soft Clay

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Yasuhara K, Hirao K, Hyde A F L. Soils and Foundations, Vol. 32(1992), p.100–116.

Google Scholar

[2] Tonosaki A, Liao H J, Akaishi M. Proceedings of the School of Engineering, Tokai University. Vol. 35(1995), p.181–191.

Google Scholar

[3] ZHOU Jian, TU Hong-quan, YASWHARA K. Rock and Soil Mechanics, Vol. 17(1996), p.54–60.

Google Scholar

[4] LIAO Hong-jian. Rock and Soil Mechanics, Vol. 21(2001), p.16–20.

Google Scholar

[5] CAO Ji-dong, CHEN Zhen-han, WANG Quan-min. Rock and Soil Mechanics , Vol. 25(2004), p.160–164.

Google Scholar

[6] Bian Xuecheng, Chen Yunmin. Chinese Journal and Rock Mechanics and Engineering, Vol. 26(2007), p.182–189.

Google Scholar

[7] TANG Yi-qun. Chinese Journal of Mechanics and Engineering, Vol. 22(2003), p.1566–1570.

Google Scholar

[8] ZHOU Jian, GONG Xiao-nan. China Civil Engineering Journal, Vol. 33(2000), p.75–82.

Google Scholar

[9] LIU Tian-jun, MO Hai-hong. China Journal of Highway and transport, Vol. 22(2009), p.17–22.

Google Scholar

[10] Hyodo M, Yasuhara K, Hirao K. Soils an d Foundations, Vol. 32(1992), p.117–127.

Google Scholar

[11] LIU Tian-jun, MO Hai-hong. Journal of South China University of Technology, Vol. 36(2008), p.38–42.

Google Scholar

[12] JIANG Jun. GONG Xiao-nan. China Journal of Highway and transport, Vol. 15(2002), p.40–43.

Google Scholar