Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City

Jin Long Zhou; Qiao Li; Wei Zhong Cai

doi:10.4028/www.scientific.net/AMM.90-93.217

Paper Titles

Dynamic Simulation of Underground Excavation and Support Based on Three-Dimensional Finite Element Method
p.197

Experiment Study on the Durability of Geotechnical Prestressed Anchorage Structure under Cyclic Loading
p.201

Development of Model Test System for Grouting Simulation in Flowing Water and Study of the Diffusion Form of Anti-Dispersion Grout
p.208

Study on Mechanical Model of Pile Under the Horizontal Axial Load Effect
p.213

Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City
p.217

Settlement and Deformation Laws of High Loess-Filled Embankment Based on Centrifugal Model Test
p.222

Experimental Study on Shear Mechanical Characteristics of Cohesionless Granular Material
p.230

A New Estimation Method for Penetration Depth of Displacement Pile Based on a New Type Cone Penetration Test
p.234

A Monitoring Test Study on Soft Clay Treatment by Preloading with Plastic Drainage Pipe
p.245

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Evaluation on Features of Soft Foundation...

Evaluation on Features of Soft Foundation Engineering and Bearing Layer of Pile in Jiaxing City

Abstract:

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.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

217-221

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.217

Citation:

Cite this paper

Online since:

September 2011

Authors:

Jin Long Zhou, Qiao Li, Wei Zhong Cai

Keywords:

Engineering Features, Evaluation, Pile, Soft Foundation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] WANG Ruo-yu. Discussion on serviceability of soft soil ground engineering characteristic and ground processing method. Journal of Tianjin Institute of Urban Construction, 2006, (3) :195-198 (in Chinese)

Google Scholar

[2] LIU Jin-long, CHEN Lu-wang, WANG Dong-lin. Characters of embankment on inclined weak foundation. Rock and Soil Mechanics,2010,(6): 2006-2010 (in Chinese)

Google Scholar

[3] ZHOU Long-xiang,TONG Hua-wei, WANG Meng-shu,ZHANG Ding-li. Study on the Engineering Properties and the Suitable Treatment Methods of Guangzhou Soft Soil. Journal of Beijing Jiaotong University, 2006, (1) : 17-20 (in Chinese)

Google Scholar