The Plate Body Stabilization Technology of Soft Soil Subgrade in Caofeidian Area

Dong Guo Li; Jian Ping Chen; Yong Qiang Zhang

doi:10.4028/www.scientific.net/AMM.501-504.150

Paper Titles

Analysis on Pile-Soil Stress Ratio of Composite Foundation with Sparse Capped-Piles under Lime-Soil Embankment Load
p.124

Study of Sedimentation Speed and Compression Characteristics of Back-Silting Soil from Undersea Immersed Tube Tunnels
p.132

Experimental Study on Bearing Behavior of Long Rock Socked Pile with O-Cell Test Method
p.137

Theoretical and Experimental Studies on Thermal Consolidations Characteristics of Ningbo Soft Clay
p.141

The Plate Body Stabilization Technology of Soft Soil Subgrade in Caofeidian Area
p.150

Research of Indoor Reduced Scale Model Test for Negative Friction of Pile Group
p.155

Experimental Program of Indoor Model Research about Single Pile Negative Friction
p.160

Research of the Health Monitoring System Scheme for High Slope in Zhouqu
p.166

Read Method for LTD-2100 GPR Data Based on Matlab
p.170

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504The Plate Body Stabilization Technology of Soft...

The Plate Body Stabilization Technology of Soft Soil Subgrade in Caofeidian Area

Abstract:

The applicability of the plate body stabilization technology was determined basing on the different treatment methods on soft foundation in Caofeidian areas. It discussed the construction technology and the main points of construction furtherly on the plate body stabilization technology. The soft foundation bearing capacity reached 200kpa and the settlement amount was less than 16mm through static load test after dealing with the soft foundation. The results meet the specifications and project requirements.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

150-154

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.150

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Online since:

January 2014

Authors:

Dong Guo Li, Jian Ping Chen, Yong Qiang Zhang

Keywords:

Dynamic Compaction, Plate Body Stabilization Technology, Settlement, Soft Foundation, Soil Stabilizer

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References

[1] M.A. Xiongbin Lin: Dynamic consolidation method mechanism analyzing and of foundation stabilization of hydraulic filled snad experiment research by dynamic consolidation method (Hohai University, Nanjing 2009) , p.2 , In Chinese.

Google Scholar

[2] China Architecture Design & Research Group , urban roads - soft soil foundation treatment, 05MR301, In Chinese.

Google Scholar

[3] Yali Xiong: Northern Communications, 2011, In Chinese.

Google Scholar

[4] Ministry of Transport of the People's Republic of China"Technical Specification for Construction of Highway Subgrades" JTG F10-2006, In Chinese.

Google Scholar

[5] Construction Ministry of PRC, technical code for ground treatment of buildings, JGJ 79-2012, In Chinese.

Google Scholar

[6] Construction Ministry of PRC, code for design of building foundation, GB50007-2011, In Chinese.

Google Scholar