Technical Papers
Dec 17, 2019

Polymer Curing Agent in Ecological Protection Design Weak Rock Slope Engineering Application

Publication: Journal of Performance of Constructed Facilities
Volume 34, Issue 2

Abstract

The polymer curing agent was used in the slope and the external-soil grass-planting was then carried out. It was found that this new ecological protection technique can effectively prevent, weaken, or slow down the softening of weak rock slope. Its waterproofness, hydrophobicity, and surface structure with good greening effect were thus improved. The effectiveness of polymer curing agent used in the weak rock slope was evaluated and verified by testing its workability, adhesion, waterproofness, and hydrophobicity. The safety factors of slope stability under three conditions, including not setting curing agent layer, setting curing agent layer, and setting curing agent layer with 25% rock bolt reduced, were calculated by using the Slide software version 5.014. They are 1.199, 1.281, and 1.238, respectively. It was indicated that the safety factor of weak rock slope setting polymer curing agent layer was 6.84% higher than that without the setting polymer curing agent layer. Based on the preceding research, the polymer curing agent as a new ecological protection technique was verified and summarized through the practical engineering projects, which could be expected to be applied in the weak rock slope protection engineering.

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Acknowledgments

This research was financially supported by the National Natural Science Foundation of China (Grant No. 51778071), Transportation Science and Technology Project of Zhejiang Province, China (Grant No. 2015J17), and Transportation Science and Technology Project of Hunan Province, China (Grant No. 201505). The authors express sincere gratitude to the anonymous reviewers for their comments which have significantly improved this paper.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 34Issue 2April 2020

History

Received: Mar 2, 2019
Accepted: Jun 11, 2019
Published online: Dec 17, 2019
Published in print: Apr 1, 2020
Discussion open until: May 17, 2020

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Engineer, Dept. of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China (corresponding author). Email: [email protected]
Guoping Qian [email protected]
Professor, Dept. of Traffic and Transportation Engineering, Key Laboratory of Special Environment Road Engineering of Hunan Province, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China. Email: [email protected]
Jialiang Yao [email protected]
Professor, Dept. of Traffic and Transportation Engineering, Key Laboratory of Road Structure and Material of Ministry of Transport (Changsha), Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China. Email: [email protected]
Engineer, Dept. of Traffic and Transportation Engineering, Hunan Huida Planning, Survey and Design Research Co., Ltd., 31 Xiangfu West Rd., Changsha, Hunan 410004, China. Email: [email protected]
Assistant Engineer, Dept. of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, Changsha, Hunan 410114, China. Email: [email protected]

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