A Study on Fractals of Reinforced Soft Clay Around Tunnel Under Subway Vibrational Loading

doi:10.3969/j.issn.0253-374x.2010.07.011

Home > Archive>Volume 38, Issue 7, 2010 >1002-1006. DOI:10.3969/j.issn.0253-374x.2010.07.011

A Study on Fractals of Reinforced Soft Clay Around Tunnel Under Subway Vibrational Loading
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                        10.3969/j.issn.0253-374x.2010.07.011
                    
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Abstract:

With field monitoring and laboratory GDS test and mercury intrusion test,a quantitative study was conducted on the microstructure of the reinforced soft clay around the tunnel near the Hailun Road Station of Shanghai Metro Line 4.The fractal dimension was calculated by the thermodynamic model,and the relationship between the fractal dimension and the vibrational load was analyzed,and the variation law of residual strain with fractal dimension was obtained.

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TANG Yiqun, WANG Yuandong, LI Renjie, ZHAO Hua. A Study on Fractals of Reinforced Soft Clay Around Tunnel Under Subway Vibrational Loading[J].同济大学学报(自然科学版),2010,38(7):1002~1006

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Received:May 31,2009
Revised:May 16,2010
Adopted:September 10,2009
Online: July 26,2010
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