DISTRIBUTION OF THE SHALLOW SANDY SOIL AND SILTY SOIL OF CHONGMING ISLAND, SHANGHAI

SHI Yujin; ZENG Zhengqiang; YAN Xuexin; CHEN Jing

Volume 13 Issue 1

Apr. 2011

Turn off MathJax

Article Contents

Article Navigation > JOURNAL OF ENGINEERING GEOLOGY > 2005 > 13(1): 34-39

SHI Yujin, ZENG Zhengqiang, YAN Xuexin, CHEN Jing. 2005: DISTRIBUTION OF THE SHALLOW SANDY SOIL AND SILTY SOIL OF CHONGMING ISLAND, SHANGHAI. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 34-39.

Citation:

SHI Yujin, ZENG Zhengqiang, YAN Xuexin, CHEN Jing. 2005: DISTRIBUTION OF THE SHALLOW SANDY SOIL AND SILTY SOIL OF CHONGMING ISLAND, SHANGHAI. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 34-39.

SHI Yujin, ZENG Zhengqiang, YAN Xuexin, CHEN Jing. 2005: DISTRIBUTION OF THE SHALLOW SANDY SOIL AND SILTY SOIL OF CHONGMING ISLAND, SHANGHAI. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 34-39.

Citation:

SHI Yujin, ZENG Zhengqiang, YAN Xuexin, CHEN Jing. 2005: DISTRIBUTION OF THE SHALLOW SANDY SOIL AND SILTY SOIL OF CHONGMING ISLAND, SHANGHAI. JOURNAL OF ENGINEERING GEOLOGY, 13(1): 34-39.

PDF( 0 KB)

DISTRIBUTION OF THE SHALLOW SANDY SOIL AND SILTY SOIL OF CHONGMING ISLAND, SHANGHAI

1.
Shanghai Institute of Geology Survey,Shanghai 200072;
2.
East China Normal University,Shanghai 200072

Received Date: 2004-04-02
Rev Recd Date: 2004-05-10
Publish Date: 2005-01-22

Abstract

Abstract

Through detailed analysis of data obtained from engineering geological explorations at Chongming Island, this paper characterizes the distribution of both the shallow sandy and the silty soils present in the area. The authors then classify each soil according to its lithology and penetration resistance, and present several typical penetration curves. At the end, this paper discusses the liquefaction characteristic of each soil.
- Shallow sandy soil and silty soil,
- Penetration stress,
- Seepage liquidification,
- Chongming Island

FullText(HTML)

References(1)

References

[1] 　刘金韬,金晓媚.饱和砂土液化判别方法中问题浅析
[J].工程地质学报,2000,8(3):379～384.L iu J intao,J in Xiaomei.Prelim inary Analysis of The Methods ForD iscrim ination of Sandy Soil L iquefation,Journal of EngineeringGeology,2000,8(3):379～384.

[2] 　张荣祥,顾宝和,汪敏,石兆吉.建筑场地地震液化危害评价及地基处理
[J].工程地质学报,1998,6(3):205～210.Zhang Rongxiang,Gu Baohe,W ang M in.Hazard A ssessment ofSeism ic L iquefaction For Construction Sites And Ground Treatmen.tJournal of Engineering Geology,1998,6(3):205～210.

[3] 　上海市水文地质工程地质队.上海市区域工程地质普查报告(1:100000)
[R],1989.Shanghai Hydrogeology And Engineering Geology Team,RegionalGeology Survey Report of Shanghai City(1:100000),1989.

[4] 　上海市水文地质工程地质队.上海市浅部第四纪地质研究报告报告
[R],1988.Shanghai Hydrogeology And Engineering Geology Team,Report onShallow Quaternary Geology of Shanghai City,1989.

[5] 　上海市工程建设规范.岩土工程勘察规范(DGJ08-37-2002)
[S].上海:上海市建设和管理委员会,2002.Shanghai Engineering Construction Code,Code for Investigation ofGeotechnical Engineering(DGJ08-37-2002).Shanghai:Build2ing Comp le Comm ittee of Shanghai,2002.

[6] 　上海市工程建设规范.建筑抗震设计规程(DGJ08-9-2003)
[S].上海:上海市建设和管理委员会,2003.Shanghai Engineering Construction Code,Code for Seism ic Designof Building(DGJ08-9-2003).Shanghai:Building Comp le Comm ittee of Shanghai,2003.

[7] 　中华人民共和国国家标准.建筑抗震设计规范(GB50011-2001)
[S].北京:中国建筑工业出版社,2001.National Criterionof China,Code for Seism ic Design of Building(GB50011-2001).Beijing:China A rchitectural Industry Press,2001.

[8] 　林宗元.岩土工程勘察设计手册
[S].辽宁:辽宁科学技术出版社,1996.L in Zongyuan.Geotechnical Investigation And Design Manua.lL iaoning:L iaoning Science and Technology Press,1996.

Relative Articles

Supplements(0)

Cited By

Proportional views