The Influence Factors Analysis on Heavy Cone Dynamic Penetration Test Method to Geotechnical Exploration in Gravel Soils

Abstract:

The cone dynamic penetration test is a kind of test method, which has the features of simple device, easy operation, great adaptability, high efficiency and it also is a continuous in-situ test method. But in the common geotechnical exploration activities, we found that bearing capacity of foundation is always larger than the measured value, by analysis to the blow count of cone dynamic penetration in the standard table. This article set the gravel soil geotechnical exploration of Guangxi province’s city planning exhibition center of China as the example, to start with the theory of cone dynamic penetration, and analysis the reason why there are the abnormal value in the dynamic penetration, furthermore, provide the relative error correction models for it. Finally, establish the rational relationship between dynamic penetration results and foundation soil mechanical parameters.

• Periodical: Advanced Materials Research (Volumes 671-674)
• Pages: 315-322
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.671-674.315
• Online since: March 2013
• Authors: Mei Shan, Bin Yang, Ping Wu, Si Hao Mo
• Keywords: Cone Dynamic Penetration Test, Gravel Soil, Mechanical Parameters

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