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Bio-Design and Manufacturing  2018 Vol.2 No.2 P.186~191

10.1631/jzus.2001.0186


SETTLEMENT ANALYSIS OF GRANULAR FILL ON SOFT SOIL UNDER CIRCULAR LOAD


Author(s):  LIANG Xu, WU Wei-feng, CAI Yuan-qiang, PAN Xiao-dong

Affiliation(s):  Geotechnical Engineering Research Institute, Dept. of Civil Engineering,Zhejiang University,Hangzhou 310027, China; more

Corresponding email(s): 

Key Words:  circular load, granular fill, shear layer, maximum settlement, differential settlement


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LIANG Xu, WU Wei-feng, CAI Yuan-qiang, PAN Xiao-dong. SETTLEMENT ANALYSIS OF GRANULAR FILL ON SOFT SOIL UNDER CIRCULAR LOAD[J]. Journal of Zhejiang University Science D, 2018, 2(14): 186~191.

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Abstract: 
This paper presents a theoretical model and new idea for designing granular fill oil-tanks foundation. The finite difference method was used to analyze the influence of the oil-tanks radius, the modulus, and thickness of the granular fill on the maximum and differential settlement of a granular fill foundation of oil-tanks. Comparison of the modelled results with those of traditional method and observation showed that the new method could be used efficiently in practice.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1] Das,B.M., 1983. Advanced Soil Mechanics.Hemisphere Publishing Corporation,Washington, p.253-312.

[2] Pasternak, P. L., 1954. On A New Method of Analysis of An Elastic Foundation by Means of two Foundation Constants. Gosudarstvennoe Izdatelstvo Literaturi po Stroitelstvu I Arkhitekture, Moscow, USSR(in Russian).

[3] Sanjay Kumar and Sarvesh Chandra, 1995. Time-dependent settlement response of granular fill on soft soil. Soils And Foundations. 35(4): 105-108.

[4] Selvadurai,A. P. S., 1979. Elastic Analysis of Soil-Foundation Interaction. Elsevier Sc. Publ. Co., Amsterdam, p.16-23.

[5] Terzaghi,K., 1943. Theoretical Soil Mechanics. John Wiley &Sons, Inc, New York, p.109-138.

[6] William, T. Lambe, Robert, V. Whitman, 1979. Soil Mechanics. SI Version, John Wiley & Sons, Inc, New York, p.58-84.

[7] Winkler, E., 1876. The Lecture on Elasticity and Strength. Prag, Domincus, p.89-100.

[8] Yin Jianhua., 1998. A one-dimensional geosynthetic-reinforced foundation model with nonlinear spring support. Chinese Journal of Geotechnical Engineering. 20(1):76-79.

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