Study on Drainage-anchorage Composite Slope Protection System with Pervious Concrete
Engineering and Applied Sciences
Volume 4, Issue 5, October 2019, Pages: 129-134
Received: Sep. 3, 2019; Accepted: Sep. 30, 2019; Published: Oct. 17, 2019
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Wang Bin, Nanjing Hydraulic Research Institute, Nanjing, China
Zang Deji, Nanjing Hydraulic Research Institute, Nanjing, China
Yang Li, Nanjing Hydraulic Research Institute, Nanjing, China
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In view of the landslide caused by rainfall, a composite structure of seepage guidance and anchorage is proposed. Pervious concrete is used as anchorage cementing material to realize the function of permeability and anchorage. The permeability coefficient, bonding force and cohesion of soil interface were tested. Summarizing the rules of these parameters, we can see that it is feasible to use pervious concrete to realize the composite functional structure. When the porosity is 18%, the comprehensive effect is better. The numerical analysis shows that the composite structure can make the rainfall infiltration line rise slowly and the rock and soil deteriorate slowly, which is beneficial to the stability of the slope. After the rain stops, the characteristics of water and soil in the slope can be restored quickly.
Permeability-anchorage Structure, Landslide, Pervious Concrete
To cite this article
Wang Bin, Zang Deji, Yang Li, Study on Drainage-anchorage Composite Slope Protection System with Pervious Concrete, Engineering and Applied Sciences. Vol. 4, No. 5, 2019, pp. 129-134. doi: 10.11648/j.eas.20190405.17
Copyright © 2019 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License ( which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Wang Bin, Zang Deji, and Hu lianghao. Study on Mechanism of drainage-anchorage Composite Slope Protection System, Proceedings of the 2017 2nd international Conference on Civil, Transportation and Environmental Engineering [C], Shenzhen: AER 135 (2017): 106-112.
Song Zhong Nan, Shiyunxing. Permeable concrete and its application technology. Beijing: China Construction Industry Press. 2011.
Maryam Saaly, Mohammad, et al. Performance of pervious concrete pavement under various raining conditions [J]. Road Materials and Pavement Design. 2019, 20 (7): 1525-1547.
K. S. Elango, V. Revathi. Infiltration and clogging characteristics of pervious concrete [J]. Asian Journal of Civil Engineering, 2019, 20 (8): 1119-1127.
Xinzhuang Cui; Jiong Zhang. Experimental Study on the Relationship between Permeability and Strength of Pervious Concrete. Journal of Materials in Civil Engineering [J]. Volume 29, Issue 11, 2017, Pages 1-9.
Zhang Jiong,Ming Ruiping, et al. Review on permeability property and clogging of pervious concrete [J]. Concrete, 2019, 7 (Tot No. 357): 94-99.
Hunag Guoyang, Xu Haofeng, et al. Optimization design of mixture proportion of cement-based pervious concrete [J]. Journal of Ningbo university (NSEE), 2019, 32 (5): p 59-64.
Cheung Kwok Keung. Study on experimental performance of pervious concrete [D]. Guangzhou, Guangzhou University, 2018.
Anush K. Chandrappa; Krishna Prapoorna Biligiri. Effect of pore structure on fatigue of pervious concrete [J]. Road Materials and Pavement Design, 2019, No. 7: 1525-154.
Li Jian. The Relationship between Roughness and Mechanical Properties of Clay-Concrete Structure Interface [D]. Changsha: Central South University, 2014.
Yang Su-chun, Zhang Ming-yi, et al. Study on mechanical test of interface between clay and concrete based on the tribology theory of adhesion and ploughing [J]. Journal of Guangxi University (Nat Sci Ed), 2019, 44 (4): 1021-1030.
Ning Lu, William J. Likos. Mechanics of unsaturated soilsm [M], Wei Chang Fu, Beijing: Higher Education Press. 2012.
Wang Sihai, Wang Xudong, Li Yuhan. Experimental study on shear strength of unsaturated soils based on matric suction [J]. Journal of Nanjing tech universty (Natural Science Edition) 2017, 39 (4): 118-123.
Qin Wenshuai; Li Guangfan. Effects of Saturation on Shear Strength of Unsaturated Silty Clay [J]. Natural Science Journal of Hainan University, 2016, No. 3 270-277.
Cao Zhixiang, Han Xiandong, et al. Experimental study on the effect of moisture content on shearstrength of unsaturated sandy soil [J]. Journal of henan polytechnic university (Natural science). 2019, 38 (5): 159-164.
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