EXPERIMENTAL STUDY ON TREATMENT OF THICK GRAVEL SOIL FOR MARINE RECLAMATION LAND USING DYNAMIC COMPACTION OF 18000 kN·m

Zhan Jinlin; Shui Weihou; He Lijun; Cheng Xiaocheng

doi:10.13204/j.gyjz201004021

Volume 40 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(4): 96-99

Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

Citation:

Zhan Jinlin, Shui Weihou, He Lijun, Cheng Xiaocheng. EXPERIMENTAL STUDY ON TREATMENT OF THICK GRAVEL SOIL FOR MARINE RECLAMATION LAND USING DYNAMIC COMPACTION OF 18000 kN·m[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 96-99. doi: 10.13204/j.gyjz201004021

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EXPERIMENTAL STUDY ON TREATMENT OF THICK GRAVEL SOIL FOR MARINE RECLAMATION LAND USING DYNAMIC COMPACTION OF 18000 kN·m

doi: 10.13204/j.gyjz201004021

1.
Shenyuan Geotechnical Co.Ltd,Shanghai Modern Architectural Design Group,Shanghai 200040,China

Received Date: 2009-11-05
Publish Date: 2010-04-20

Abstract

Abstract

A comparative test of foundation treatment using dynamic compaction of 18 000 kNm was carried out for the land backfill area and sea backfill area of a marine reclamation land in Guangdong Province. The geological conditions and design parameters were introduced in detail,The treatment effect was obtained by dynamic sounding test,Rayleigh wave test,standard penetration test and plate load test after compaction.
- foundation treatment,
- dynamic compaction of high energy level,
- marine reclamation land,
- 18 000 kN·m

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References

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王铁宏. 新编全国重大工程项目地基处理工程实录[G]. 北京:中国建筑工业出版社,2005.

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