Quantitative Analysis of the Relationship Between Shear Strength and Fractal Dimension of Solidified Dredger Fill with Different Fly Ash Content Under Monotonic Shear

Author:

Shuai Yang1,Wenbai Liu2,Hongwei Liu1

Affiliation:

1. Master, School of Ocean Science and Engineering , Shanghai Maritime University

2. Professor, School of Ocean Science and Engineering , Shanghai Maritime University

Abstract

Abstract The dredger fill of Shanghai Hengsha Island Dongtan is solidified by curing agents with different fly ash content, and the shear strength index of solidified dredger fill is measured by the direct shear test. The microscopic images of solidified dredger fill are obtained by using SEM. The microscopic images are processed and analyzed by using IPP, and the fractal dimension including particle size fractal dimension Dps, aperture fractal dimension Dbs and particle surface fractal dimension Dpr is calculated by fractal theory. The quantitative analysis of the relationship between shear strength index and fractal dimension of solidified dredger fill is done. The research results show that the internal friction angle and the cohesion are closely related to the fly ash content λ and the curing period T, and the addition of fly ash can improve the effect of curing agent; There is no obvious linear relationship between the internal friction angle and the three fractal dimensions; The smaller particle surface fractal dimension Dpr and particle size fractal dimension Dps, the larger aperture fractal dimension Dbs, the greater the cohesion, and the cohesion has a good linear relationship with three fractal dimensions, and the correlation coefficient R2 is above 0.91.

Publisher

Walter de Gruyter GmbH

Subject

Mechanical Engineering,Ocean Engineering

Reference15 articles.

1. 1. Cui Yongtao, Liu Wenbai, Xu Bingqin: The study of compression modulus and changes in microstructure of dredged mud before and after solidification, Science Technology and Engineering, Vol.16, no.15, pp.260-267, 2016.

2. 2. Ding Jianwen, Hong Zhenshun, Liu Songyu: Triaxial shear test of flow-solidified soil of dredged clays, Journal of Southeast University (Natural Science Edition), Vol.41, no.5, pp.1070-1074, 2011.

3. 3. Fu Zhibin, Zhang Lihong, Zhang Jixing, Zhao Gang: Research on solidifying dredger fill of littoral facies with experiment, Geotechnical Investigation & Surveying, no.3, pp.7-11, 2012.

4. 4. Huang Li: Quantitative Analysis of Micro-Porosity of Saturated Soft Clay and Its Fractal Description, Wuhan University of Technology, Wuhan, 2007.

5. 5. Liu Xin, Fan Xiaoqiu, Hong Baoning: Experimental study of triaxial test of soils stabilized by cement mortar, Rock and Soil Mechanics, Vol.32, no.6, pp. 1676-1682, 2011.

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