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.
| Published in | Engineering and Applied Sciences (Volume 4, Issue 5) |
| DOI | 10.11648/j.eas.20190405.17 |
| Page(s) | 129-134 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2019. Published by Science Publishing Group |
Permeability-anchorage Structure, Landslide, Pervious Concrete
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APA Style
Wang Bin, Zang Deji, Yang Li. (2019). Study on Drainage-anchorage Composite Slope Protection System with Pervious Concrete. Engineering and Applied Sciences, 4(5), 129-134. https://doi.org/10.11648/j.eas.20190405.17
ACS Style
Wang Bin; Zang Deji; Yang Li. Study on Drainage-anchorage Composite Slope Protection System with Pervious Concrete. Eng. Appl. Sci. 2019, 4(5), 129-134. doi: 10.11648/j.eas.20190405.17
AMA Style
Wang Bin, Zang Deji, Yang Li. Study on Drainage-anchorage Composite Slope Protection System with Pervious Concrete. Eng Appl Sci. 2019;4(5):129-134. doi: 10.11648/j.eas.20190405.17
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Download@article{10.11648/j.eas.20190405.17,
author = {Wang Bin and Zang Deji and Yang Li},
title = {Study on Drainage-anchorage Composite Slope Protection System with Pervious Concrete},
journal = {Engineering and Applied Sciences},
volume = {4},
number = {5},
pages = {129-134},
doi = {10.11648/j.eas.20190405.17},
url = {https://doi.org/10.11648/j.eas.20190405.17},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.eas.20190405.17},
abstract = {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.},
year = {2019}
}
TY - JOUR T1 - Study on Drainage-anchorage Composite Slope Protection System with Pervious Concrete AU - Wang Bin AU - Zang Deji AU - Yang Li Y1 - 2019/10/17 PY - 2019 N1 - https://doi.org/10.11648/j.eas.20190405.17 DO - 10.11648/j.eas.20190405.17 T2 - Engineering and Applied Sciences JF - Engineering and Applied Sciences JO - Engineering and Applied Sciences SP - 129 EP - 134 PB - Science Publishing Group SN - 2575-1468 UR - https://doi.org/10.11648/j.eas.20190405.17 AB - 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. VL - 4 IS - 5 ER -
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