High Pressure Rotary Jet Grouting Pile with Undrained Caisson Combined Construction Technology on Nearby Yangtze River Levee Protection

You Sheng Zhao; Bin Zhou

doi:10.4028/www.scientific.net/AMR.718-720.1938

Paper Titles

Analysis of Three-Dimensional Numerical Simulationin on Overlying Strata’s Stress Field and Displacement Field in Thick Seam Mining
p.1919

Cyclic Lateral Load Test on T-Shaped Reinforced Concrete Columns
p.1923

Experimental Study on Influence Range of Vibration and Deformation Caused by Dynamic Compactionon Backfilling Foundation of Beijing Garden EXPO Park
p.1928

Analysis of Three-Dimensional Numerical Simulationin Rlue of the Migration Rule of Overlying Strata in Thick Seam Mining with Soft of Daping Mine
p.1934

High Pressure Rotary Jet Grouting Pile with Undrained Caisson Combined Construction Technology on Nearby Yangtze River Levee Protection
p.1938

The Cracks Checking and Research in Prestressed Arch Slab Roof
p.1945

An Algorithm for Dynamical Adjusting the Threshold of Internet Information Rating
p.1951

An Individulized Prison Network Public Opinion Algorithm Based on Belief Network
p.1956

Building Electronic Commerce Recommendation System Based on Ontology Learning and BP Neural Network
p.1961

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 718-720High Pressure Rotary Jet Grouting Pile with...

High Pressure Rotary Jet Grouting Pile with Undrained Caisson Combined Construction Technology on Nearby Yangtze River Levee Protection

Abstract:

t is easy to cause the Yangtze River embankment soil of slip even collapse to have a deep foundation pit construction adjacent to the Yangtze River outsideembankment,there are a lot of risk. In this paper, a new combining technique of construction for large caisson is presented. Based on the construction environment, theconstructiontechnology,the smaller earthwork excavation of deep high pressure rotary jet grouting pile with undrained caisson combined construction technology combined with monitoring data for the open caisson excavation control is adopted. It has achieved relatively good results and summarized the advantages of deep high pressure rotary jet grouting pile with undrained caisson combined construction technology in engineering application owing the reference value for engineering applications.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 718-720)

Pages:

1938-1944

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.718-720.1938

Citation:

Cite this paper

Online since:

July 2013

Authors:

You Sheng Zhao, Bin Zhou

Keywords:

Combined Construction Technology, Engineering Application, Excavation Control

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] YANG Guo-lin, WANG Yong-he, Study on pullout test of geosynthetics,JOURNAL OF CHINA COAL SOCIETYFeb, (2000)

Google Scholar

[2] A.M.N. Alagiyawanna, M.Sugimoto, S.Sato, H.Toyota, Influence of longitudinal and transverse members on geogrid pullout behavior during deformation. Geotextiles andGeomembranes,(2001)

DOI: 10.1016/s0266-1144(01)00020-6

Google Scholar

[3] M.Sugimoto, A.M.N. Alagiyawanna,K.Kadoguchi, Influence of rigid and flexible face on geogrid pullout tests. Geotextiles and Geomembranes, (2001)

DOI: 10.1016/s0266-1144(01)00011-5

Google Scholar

[4] WU Jing-hai,CHENHuan,WANG Ling-juan, CUI Ying,Studyon soil interaction characteristics of geosynthetics, Chinese Journal of Geotechnical Engineering,(2001)

Google Scholar

[5] SHI You-zhi,MA Shi-dong, Test for interface characterictics of geogrid,Rock and Soil Mechanics,(2003)

Google Scholar

[6] YANG Guang-qing, LI Guang-xin, ZHANG Bao-jian,Experimental studies on interface friction characteristics of geogrids, Chinese Journal of Geotechnical Engineering,(2006)

Google Scholar