Skip to main content

Advertisement

Log in

Experimental Study on Rainwater Erosion and Infiltration of Eco-Protection with PVC Pipes

  • Original Paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

In this paper, a technology of ecological slope protection with polyvinyl chloride (PVC) pipe is introduced to improve the slopes’ erosion resistibility. Through establishing a large scale test model similar to the actual project, it is proved that PVC pipes could effectively reduce the soil erosion of slope by reducing rainfall erosion. The effect of PVC pipes is measured by the changes of soil erosion rate. As the experimental results show, the slope protected with PVC pipes are less damaged than the unprotected ones. For the protected slopes, the amount of soil erosion (q) increases over erosion time, and reaches a peak at 120 min, then it decreases and gradually becomes stable. Four hundred and eighty minutes later, the q of the bare slope, slope D75 (using PVC pipe with a diameter of 75 mm), slope D110 (using PVC pipe with a diameter of 110 mm), and slope D160 (using PVC pipe with a diameter of 160 mm) reduces by 25.2%, 85.9%, 78.9%, and 48.7% respectively, compared with the initial value. The q is significantly different with different diameter slope protection modes. There was a negative correlation between D (diameter) and q, and between T (time) and q. The cumulative erosion amounts (Q) of the four slopes, the same as q, increases over erosion time, and eventually become stable, which is a “S” shape shown in a statistic table. The Q is significantly different with different diameter slope protection modes. In addition, there was a negative correlation between D and Q. The time was positively correlated with Q. The average soil erosion reduction rates of the slopes (D160, D110, and D75) are 67.13%, 71.89%, and 79.96%, respectively, indicating PVC pipes' ability to cut down the infiltration of rainwater, the smaller the diameter, the more effective. The moisture content of the bare slope is the highest, followed by slope D160, then slope D110, and finally slope D75.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

Data Availability

All data included in this study are available upon request by contacting the corresponding author.

References

  • Mahmoudi Azar, Sadaf & Shariati, Mahdi. (2020) Comparison of dynamic behavior of shallow foundations based on pile and geosynthetic materials in fine-grained clayey soils.19 473-484. https://doi.org/10.12989/gae.2019.19.6.473

  • Cai J, Wang M, Zhou X, Xu H (2008) Stability analysis of geogrid reinforced expansive soil slope under hygroscopic conditions. Yellow River 396:84–88

    Google Scholar 

  • Chen Z (2002) Slope stability analysis of expansive soil roadbed and comprehensive treatment of slope [Master’s degree]. Chang’an University, Changan

    Google Scholar 

  • Chen S (2006) Research on engineering characteristics and treatment technology of expansive soil [Doctoral degree]. Huazhong University of Science and Technology, Wuhan

    Google Scholar 

  • Chen F, Zhai Q (1998) Slope protection for expansive soil. Highway 4:39–41

    Google Scholar 

  • Chen Q, Han J, Liu Z, Li S (2006) Several forms of instability and reinforcement treatment of expansive soil slope for ecological protection of expressway around Wuhan city. J Rock Mech Eng S2:55–58

    Google Scholar 

  • Ding J (2014) Study on shallow layer instability mechanism of expansive soil slope and geogrid reinforcement treatment [Doctoral degree]. Zhejiang University, Hangzhou

    Google Scholar 

  • Dong H. (2010) Analysis of comprehensive treatment technology of expansive soil landslide at the southern end of the new flight area of chengdu shuangliu international airport. proceedings of 2010 sichuan province hydrology, engineering, environmental geology academic exchange conference; 2010; chengdu, china. Chengdu:editorial department of "sichuan geological journal"

  • Fan W (2007) Expansive soil slope stability analysis and comprehensive treatment research [Master’s degree]. Huazhong University of Science and Technology, Wuhan

    Google Scholar 

  • Feng Z, Feng J, Xue Y, Yang G, He X (2012) Application of flexible retaining wall in slope engineering of strong expansive soil in Yungui railway. High Speed Railw Technol 3:71–73

    Google Scholar 

  • Ge H (2011) Slope protection scheme of highway expansive soil cutting. Transp Stand 245:21–25

    Google Scholar 

  • Guo Q, Li J, Mei Y, Xiong P (2006) Study on biotechnological treatment and protection of highway slope in expansive soil section. Highw Transp Technol 12:144–145

    Google Scholar 

  • Hao J (2006) Study on reinforcement technology of silty soil roadbed and its slope in nantong area [Master’s degree]. Southeast University, Nanjing

    Google Scholar 

  • He C (2011) Flexible support technology for treatment of baise expansive soil cutting landslide and its effectiveness analysis [Master’s degree]. Changsha University of Science and Technology, Changsha

    Google Scholar 

  • Hou Y (2014) Experimental study on ecological protection of geotextile slope [Master’s degree]. Changsha University of Science and Technology, Changsha

    Google Scholar 

  • Huang H (1997) Application of high-strength plastic net in slope erosion protection. Subgrade Eng 6:55–61

    Google Scholar 

  • Huang J (2011) Study on mechanical response and comprehensive treatment technology of excavation of expansive soil cutting [Master’s degree]. Central South University, Changsha

    Google Scholar 

  • Jahed Armaghani, Danial & Mirzaei, Fatemeh & Shariati, Mahdi & Nguyen-Thoi, Trung & Shariati, Morteza & Trnavac, Dragana (2020) Hybrid ANN-based techniques in predicting cohesion of sandy-soil combined with fiber. Geomechan Eng 20: 191–205 https://doi.org/10.12989/gae.2020.20.3.191

  • Jiang X (2013) Mechanism and numerical simulation of geotechnical bag technology for strengthening expansive soil slope [Master’s degree]. Nanchang Aeronautical University, Nanchang

    Google Scholar 

  • Jiang D, Chen C, Zhao M, Yang Y (2004) Field test study on anti-erosion of vegetation on rock slope. Zhongnan Highw Eng 1:55–58

    Google Scholar 

  • Jiang C, Shi B, Liu F, Huang H (2009) Experimental research on soil quality modification of expansive soil slope of ninghuai expressway. J Disaster Prev Mitig Eng 29:507–512

    Google Scholar 

  • Jin W (2008) Application of geogrid reinforced structure in treatment of expansive soil cutting slope. J China Foreign Highw 179:54–56

    Google Scholar 

  • Li H (2003) Stability analysis and engineering countermeasures of cut slope of expansive soil. Transp Stand 5:36–38

    Google Scholar 

  • Li T (2018) Optimization of Jianghuai watershed expansive soil treatment scheme. Jianghuai Water Res Sci Technol 75:12–14

    Google Scholar 

  • Li K, Fu H, Huang Z, Zhang J, Yao R (2017) Experimental study on rainfall scour protection of coconut fiber slope. Highw Automot Appl 181:120–123

    Google Scholar 

  • Liu F, Shi B, Jiang C, Liu J, Huang H (2009) Experimental research on soil quality modification of expansive soil slope of ninghuai expressway. Highway 4:260–264

    Google Scholar 

  • Liu H, Deng M, Zhao Z (2016) Design of high slope compound support system in expansive soil area. Constr Des Proj 337:59–63

    Google Scholar 

  • Lu H (2014) Experimental study on scouring mechanism of loess highway slope and adaptability of grass and mud protection [Master’s degree]. Chang’an University, Changan

    Google Scholar 

  • Luo R, Zhen X (2019) CMA ecological modifier and its application in the construction of the expansive soil cut in the menghua railway. Value Eng 38:112–114

    Google Scholar 

  • Luo H, Pan S, Wang S (2012) Discussion on the treatment methods of expansive soil slopes in medium and small water conservancy projects. Urban Road Bridges Flood Control 163:74–75

    Google Scholar 

  • Mao X (2004) Discussion on protection scheme of highway expansive soil cutting slope. J Earth Sci Environ 4:49–53

    Google Scholar 

  • Mao J, Zhao T, Tong T, Wang P (2017) Application of chemical reagent improvement in highway slope protection in expansive soil area. Eng Technol Res 13:136–137

    Google Scholar 

  • Mehrabi, P. , Shariati, M. , Kabirifar, K. , Jarrah, M. , & Jahandari, S. . Effect of pumice powder and nano-clay on the strength and permeability of fiber-reinforced pervious concrete incorporating recycled concrete aggregate. Construction and Building Materials. 2021; 287.

  • Pan L, Da J (2003) Comprehensive prevention and cure of expansive soil subgrade slope of expressway. Transp Sci Technol 3:52–55

    Google Scholar 

  • Pei P (2018) Research on expansive soil slope protection method based on surface moisture control [Master’s degree]. Guangxi University, Nanning

    Google Scholar 

  • Qiu X, Wang B (2013) Experimental research on expansive soil chemical improvement effect and its application in slope engineering. J Water Res Archit Eng 11:190–195

    Google Scholar 

  • Safa M, Sari PA, Shariati M, Suhatril M, Khorami M (2020) Development of neuro-fuzzy and neuro-bee predictive models for prediction of the safety factor of eco-protection slopes. Phys A 550:124046

    Article  Google Scholar 

  • Shang Y, Gong B (2010) Experimental study on properties of expansive soil improved by HTAB. Chin Civil Eng J 43:138–143

    Google Scholar 

  • Shariati M, Azar SM (2019) Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load. Geomech Eng 20(2):87–101

    Google Scholar 

  • Suhatril M, Osman N, Azura Sari P et al (2019) Significance of surface eco-protection techniques for cohesive soils slope in selangor. Malays Geotech Geol Eng 37:2007–2014. https://doi.org/10.1007/s10706-018-0740-3

    Article  Google Scholar 

  • Sun H, Liu J, Hu B, Zhang Q (2017) Analysis of the effect of cement modified expansive soil to protect slope. J Yangtze River Sci Res Inst 34:53–57

    Google Scholar 

  • Tang G, Wang W, Hu T (2008) Application of NT inorganic waterproof material in expansive soil slope protection. West China Commun Sci Technol 13:66–69

    Google Scholar 

  • Tang L, Zhang Y (2009) Expansive soil slope treatment plan. Trans World Jianyang Mach 187:72–73

    Google Scholar 

  • Wang H (2003) Research on technology of improving expansive soil by infiltration method of DAH lime mixed solution [Master’s degree]. Chang’an University, Changan

    Google Scholar 

  • Wang Y (2004) Study on scouring characteristics of subgrade slope and strengthening material performance. J Rock Mech Geotechn Eng 4:708

    Google Scholar 

  • Wang X (2010) Study on anti-scouring mechanism and prevention effect of highway slope ecological protection [Master’s degree]. Chongqing Jiaotong University, Chongqing

    Google Scholar 

  • Wang F, Wang Z (2019) Study on the design scheme of high-slope soil high slope engineering in yunnan. Subgrade Eng 203:135–138

    Google Scholar 

  • Wang X, Li Z, Kang N (2019) Comparison of improved soil replacement method and lime pile method in strengthening expansive soil slope. Yellow River 41:129–134

    Google Scholar 

  • Wang G,Zhang Y, Hou Y, Xiao K,Wang C, Chen J. (2013) Indoor slope simulation device with adjustable angle. CN 203247613U (in Chinese)

  • Wu H (2006) Study on stability and comprehensive treatment of expansive soil slope [Master’s degree]. Wuhan University of Technology, Wuhan

    Google Scholar 

  • Wu H, Gao W, Wang G, Zhao D (2005) Study on the causes and stability technology of artificial soil slope slump in cold region. J Heilongjiang Inst Technol 2:1–4

    Google Scholar 

  • Xia G (2016) Application of reinforced ecological bag protection technology in expansive soil slope. Archit Technol 47:464–466

    Google Scholar 

  • Xian X (2016) Study on the effect of anchoring and strengthening vegetation system to protect expansive soil slope [Master’s degree]. Guangxi University, Guilin

    Google Scholar 

  • Xiao J, Yang H, Fu H, Tang X (2014) Contrast model test on reinforcement of expansive soil slope. China J Highw Transp 27:24–31

    Google Scholar 

  • Xie C, Fei P, Dong H, Shen Q, Zhao Y (2018) Study on the influence law of slope and slope length on seepage of expansive soil slope. J Guangxi Univ (Nat Sci Ed) 43:1415–1423

    Google Scholar 

  • Xu W (2006) Research on strengthening technology of expansive soil cutting slope of xihan expressway [Master’s degree]. Chang’an University, Changan

    Google Scholar 

  • Xu S (2014) Experimental study on vegetation strengthening system of nanning expansive soil slope [Master’s degree]. Guangxi University, Guilin

    Google Scholar 

  • Yan C, Wei B (2006) Research on application of partition protection in expansive soil cutting slope. West Transp Technol 6:12–15

    Google Scholar 

  • Yan C, Yang X, Xie Y, Li J (2005) Experimental study on anti-erosion of geotechnical grid for loess embankment slope. Rock Soil Mech 8:1342–1344

    Google Scholar 

  • Yan C, Liu Y (2006) Comprehensive application of mixed solution of tree root pile and CMA in treatment of expansive soil cutting slope. J Chongqing Jiaotong Univ 6:69–73

    Google Scholar 

  • Yu Z, Pi J (2012) Talking about the treatment of the expansive soil cutting slope of expressway. Shanxi Arch 38:145–147

    Google Scholar 

  • Yuan J, Han C, Ding W (2015) Experimental research on geomembrane protection scheme of expansive soil slope. J Hebei Univ Eng (Nat Sci Ed) 32(4):6–10

    Google Scholar 

  • Yuan J, Han C, Ding W, Wang Q, Ding G (2017) Study on comparison and selection of expansive soil slope protection schemes. Adv Sci Technol Water Res 37:68–72

    Google Scholar 

  • Zhen Q, Zhang Z (2005) Study on soil ecological modified expansive soil slope. J Wuhan Polytech Univ 4:70–72

    Google Scholar 

  • Zhong Z (2013) Study on new ecological protection structure of soil slope [Master’s degree]. Changsha University of Science and Technology, Changsha

    Google Scholar 

  • Zhou H (2014) Research on common railway subgrade diseases and treatment in expansive soil (Rock) region. Subgrade Eng 172:44–48

    Google Scholar 

Download references

Acknowledgements

The research reported in this manuscript is funded by the Natural Science Foundation of China (Grants No. 51578082).

Funding

Natural Science Foundation of China,51578082,Gui-yao Wang

Author information

Authors and Affiliations

Authors

Contributions

Conceived and designed the experiments: Gui-yao Wang. Performed the experiments: Yong-gang Huang, Yao Deng and Zhi-min Luo. Analyzed the data and wrote original draft: Yong-gang Huang. Contributed reagents/materials/analysis tools: Yong-gang Huang, Yao Deng, Zhi-min Luo.

Corresponding author

Correspondence to Huang Yong-gang.

Ethics declarations

Conflicts of interest

The authors declared that they have no conflicts of interest to this work.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Yong-gang, H., Wang, Gy., Deng, Y. et al. Experimental Study on Rainwater Erosion and Infiltration of Eco-Protection with PVC Pipes. Geotech Geol Eng 40, 5593–5605 (2022). https://doi.org/10.1007/s10706-022-02235-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-022-02235-1

Keywords

Navigation