Study on Construction Technology of Geogrid Treatment for Slope of Swelling Rock

Ying Gao; Ting Hua Zhao; Jie Bao

doi:10.4028/www.scientific.net/AMM.238.419

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Study on Construction Technology of Geogrid Treatment for Slope of Swelling Rock
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Study on Construction Technology of Geogrid...

Study on Construction Technology of Geogrid Treatment for Slope of Swelling Rock

Abstract:

Combined with the Luwangfen test section in the Middle Line of SNWT, the geosynthetic reinforcing technology which is an efficient treatment measure for channel slope in expansive soil region was studied by in-situ experiment. The raw material, operating sequences, standards and testing for construction were systematically researched and summarized. The results provide valuable reference for the similar project construction.

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Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

419-421

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.419

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Online since:

November 2012

Authors:

Ying Gao, Ting Hua Zhao, Jie Bao

Keywords:

Channel Slope, Construction Equipment and Procedure, Construction Standards, Construction Test, Geosynthetic Reinforcement Technology, Material

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References

[1] L. Miao, S. Liu, Engineering characteristics of expansive soil and engineering measures, Advances in Science and Technology of Water Resources, 4 (2001) 37-40.

Google Scholar

[2] C. Bao, On slope stability of expansive soil canal of Middle Route Project of S-N Water Transfer and countermeasures, Yangtze River, 5 (2002) 4-6.

Google Scholar

[3] S. Li, B. Shi, Y. Du. Study on the engineering geology of expansive soil in China, Nature Magazine, 2 (1997) 82-86.

Google Scholar