Test and Evaluation of Seaside Silt Soil Foundation Reinforced by Dynamic Consolidation

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Abstract:

The technical measures of dynamic consolidation used in silt soil foundation reinforcement of a seaside project in Hainan province were introduced. According to plate loading test and heavy dynamic penetration test, the effect of dynamic consolidation treatment was analyzed and evaluated.

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Periodical:

Advanced Materials Research (Volumes 250-253)

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2307-2311

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Online since:

May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Cai Jianbo, Liu lianggui, Li Youtian. Study on Dynamic Penetration Test(DPT) of Dynamic Consolidation of Foundation soil. Geotechnical Engineering Technology, 24(3): 109-113.(2010, in Chinese)

Google Scholar

[2] Technical Code for Groung Treatment of Buildings [JGJ 79-2002]. China Academy of Building Research. China Architecture & Building Press, China. (2002, in Chinese)

Google Scholar

[3] Code for Soil Foundation of Building [GB 50007-2002]. China Academy of Building Research. China Architecture & Building Press, China.(2005, in Chinese)

Google Scholar

[4] Chang Shipiao, Zhang Sumin. Engineering Geological Manual. China Architecture & Building Press, China.(2007, in Chinese)

Google Scholar

[5] Tang Yiqun, Ye Youmin. Civil Engineering Test Technical Manuals. Tongji University Press, Shanghai, China.(1999, in Chinese)

Google Scholar