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.
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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
Chen Z (2002) Slope stability analysis of expansive soil roadbed and comprehensive treatment of slope [Master’s degree]. Chang’an University, Changan
Chen S (2006) Research on engineering characteristics and treatment technology of expansive soil [Doctoral degree]. Huazhong University of Science and Technology, Wuhan
Chen F, Zhai Q (1998) Slope protection for expansive soil. Highway 4:39–41
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
Ding J (2014) Study on shallow layer instability mechanism of expansive soil slope and geogrid reinforcement treatment [Doctoral degree]. Zhejiang University, Hangzhou
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
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
Ge H (2011) Slope protection scheme of highway expansive soil cutting. Transp Stand 245:21–25
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
Hao J (2006) Study on reinforcement technology of silty soil roadbed and its slope in nantong area [Master’s degree]. Southeast University, Nanjing
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
Hou Y (2014) Experimental study on ecological protection of geotextile slope [Master’s degree]. Changsha University of Science and Technology, Changsha
Huang H (1997) Application of high-strength plastic net in slope erosion protection. Subgrade Eng 6:55–61
Huang J (2011) Study on mechanical response and comprehensive treatment technology of excavation of expansive soil cutting [Master’s degree]. Central South University, Changsha
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
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
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
Jin W (2008) Application of geogrid reinforced structure in treatment of expansive soil cutting slope. J China Foreign Highw 179:54–56
Li H (2003) Stability analysis and engineering countermeasures of cut slope of expansive soil. Transp Stand 5:36–38
Li T (2018) Optimization of Jianghuai watershed expansive soil treatment scheme. Jianghuai Water Res Sci Technol 75:12–14
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
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
Liu H, Deng M, Zhao Z (2016) Design of high slope compound support system in expansive soil area. Constr Des Proj 337:59–63
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
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
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
Mao X (2004) Discussion on protection scheme of highway expansive soil cutting slope. J Earth Sci Environ 4:49–53
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
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
Pei P (2018) Research on expansive soil slope protection method based on surface moisture control [Master’s degree]. Guangxi University, Nanning
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
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
Shang Y, Gong B (2010) Experimental study on properties of expansive soil improved by HTAB. Chin Civil Eng J 43:138–143
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
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
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
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
Tang L, Zhang Y (2009) Expansive soil slope treatment plan. Trans World Jianyang Mach 187:72–73
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
Wang Y (2004) Study on scouring characteristics of subgrade slope and strengthening material performance. J Rock Mech Geotechn Eng 4:708
Wang X (2010) Study on anti-scouring mechanism and prevention effect of highway slope ecological protection [Master’s degree]. Chongqing Jiaotong University, Chongqing
Wang F, Wang Z (2019) Study on the design scheme of high-slope soil high slope engineering in yunnan. Subgrade Eng 203:135–138
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
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
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
Xia G (2016) Application of reinforced ecological bag protection technology in expansive soil slope. Archit Technol 47:464–466
Xian X (2016) Study on the effect of anchoring and strengthening vegetation system to protect expansive soil slope [Master’s degree]. Guangxi University, Guilin
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
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
Xu W (2006) Research on strengthening technology of expansive soil cutting slope of xihan expressway [Master’s degree]. Chang’an University, Changan
Xu S (2014) Experimental study on vegetation strengthening system of nanning expansive soil slope [Master’s degree]. Guangxi University, Guilin
Yan C, Wei B (2006) Research on application of partition protection in expansive soil cutting slope. West Transp Technol 6:12–15
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
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
Yu Z, Pi J (2012) Talking about the treatment of the expansive soil cutting slope of expressway. Shanxi Arch 38:145–147
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
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
Zhen Q, Zhang Z (2005) Study on soil ecological modified expansive soil slope. J Wuhan Polytech Univ 4:70–72
Zhong Z (2013) Study on new ecological protection structure of soil slope [Master’s degree]. Changsha University of Science and Technology, Changsha
Zhou H (2014) Research on common railway subgrade diseases and treatment in expansive soil (Rock) region. Subgrade Eng 172:44–48
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The research reported in this manuscript is funded by the Natural Science Foundation of China (Grants No. 51578082).
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Natural Science Foundation of China,51578082,Gui-yao Wang
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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.
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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
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DOI: https://doi.org/10.1007/s10706-022-02235-1