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

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

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

Tong Genshu, Xu Yuanjie, Zhang Lei. ANALYSIS OF GLOBAL STABILITY OF COLD-FORMED Z PURLINS UNDER WIND SUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 26-33. doi: 10.13204/j.gyjz201312004

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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

[2] 王铁宏,水伟厚. 高填方碎石土地基160 000 kNm 能级强夯试验研究[C]//第十届土力学及岩土工程学术会议论文集:下册. 北京:中国建筑工业出版社,2007:43-48.

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.

[3] 高广运,水伟厚. 高能级强夯在大型石化工程中的应用[J]. 岩土力学,2004,25(8) :1275-1278.

[4] 王亚凌,吴延炜. 高能级强夯工程实践与推广应用[J]. 地基处理,2003,14(3) :29-37.

[5] JGJ792002 建筑地基处理技术规范[S].

[6] 詹金林,水伟厚. 高能级强夯加固机理的数值模拟[J]. 水利水电科技进展,2008,28(6) :15-19.

[7] 水伟厚,何立军,詹金林. 高能级强夯加固机理工法研究与专用机械研制[R]. 上海:上海现代建筑设计集团,2007.

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