Application of Reinforced Flexible Structures in High Fill Embankments

›› 2018, Vol. 32 ›› Issue (4): 379-384.

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Application of Reinforced Flexible Structures in High Fill Embankments

MENG Baohua1, DENG Yu2, ZHANG Ning2, WANG Ning3

(1.Sichuan Xincheng Construction Engineering Co., Ltd., Chengdu 610101；
2.Chengdu Surveying Geotechnical Research Institute Co., Ltd., MCCC, Chengdu 610023；
3.College of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang 623000)

Received:2017-12-11 Revised:2018-01-05 Online:2018-08-20 Published:2018-08-23

Abstract

Abstract: This paper presents an application of reinforced flexible structure in a high fill embankment in Sichuan Province. The performance of the reinforced soil slope was analyzed by Lizhen commercial software and hand calculations. The results indicate that the slip surface of the unreinforced zone before adding the reinforcement can be used as the bases of determining the reinforcement length. Gabion basket treated slope reduces the potential settlement of the fill soils.

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Key words: Reinforced Soil Slope, Gabion Stone Basket, Soil Improvement, Geogrid

MENG Baohua1, DENG Yu2, ZHANG Ning2, WANG Ning3. Application of Reinforced Flexible Structures in High Fill Embankments[J]. , 2018, 32(4): 379-384.

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Application of Reinforced Flexible Structures in High Fill Embankments

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