Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City
Through the investigation into composition of major shallow foundation soil mass and the correlation of mechanical indicators in this study, the regression equation of mechanical indicators of the features of local foundation soil mass and the data of in situ testing was obtained. Based on massive quantities of exploration materials, this study analyzed engineering features, distribution status, and the feasibility of silty clay to be used as the bearing layer of the pile in Layer ④2 . The analytical results showed that the silty clay with the uniform depth of over 3.5m and the cone tip resistance in static sounding of over 400MPa could be used as bearing layer of the pile. This study could provide the reference for the accurate understanding of the engineering features of soil mass, and the design and evaluation of foundation in Jiaxing City.
J. L. Zhou et al., "Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City", Applied Mechanics and Materials, Vols. 90-93, pp. 217-221, 2011