Register      Login
Soil Research Soil Research Society
Soil, land care and environmental research
RESEARCH ARTICLE

Effects of wetting and drying alternation on the shear properties of root-loess composites

Ruihan Jiang A , Peng Zhan A , Chaobo Zhang https://orcid.org/0000-0001-9196-2341 A * and Jing Jiang A
+ Author Affiliations
- Author Affiliations

A College of Water Resources Science and Engineering, Taiyuan University of Technology, Taiyuan 030024, China.

* Correspondence to: zhangchaobo@tyut.edu.cn

Handling Editor: Abdul Mouazen

Soil Research 62, SR24049 https://doi.org/10.1071/SR24049
Submitted: 29 March 2024  Accepted: 10 July 2024  Published: 13 August 2024

© 2024 The Author(s) (or their employer(s)). Published by CSIRO Publishing

Abstract

Context

Plant roots can increase soil shear strength and reinforce soil. However, wetting and drying alternation (WD) could lead to soil structure destruction, soil erosion and slope instability.

Aims

This study tried to explore the effects of wetting and drying alternation on shear mechanical properties of loess reinforced with root system.

Methods

Direct shear testing was conducted on alfalfa (Medicago sativa L.) root system-loess composites with three soil bulk densities (1.2 g·cm−3, 1.3 g·cm−3 and 1.4 g·cm−3) under 0, 1, 2 and 3 cycles of wetting and drying alternation (WD0, WD1, WD2 and WD3).

Key results

The morphological integrity of the root-loess composites was obviously better than the non-rooted loess after WD. Under the three soil bulk densities, negative power-law relationships were observed between the shear strength, cohesion and internal friction angle and the cycles of WD. WD deteriorated the soil shear strength. The most obvious decrease in soil shear strength occurred under WD1, which was 13.00–22.86% for the non-rooted loess and 17.33–25.09% for the root-loess composites. The cohesion was decreased more than the internal friction angle by WD.

Conclusions

The most obvious damage to the soil was under WD1. The roots inhibited the deterioration effect of WD on the shear property of loess, and the inhibition by the roots decreased with the cycles of WD.

Implications

The results could provide new insights into the mechanical relationship between plant roots and loess under WD, and provide a scientific basis for the ecological construction in the loess areas.

Keywords: herbaceous plant roots, internal friction angle, loess, root reinforcement, soil bulk density, soil cohesion, soil shear strength, wetting and drying alternation.

References

Abduhell A, Zhang Z, Cheng W, Zhang Y (2023) Shrinkage characteristics and microstructure evolution of Yili loess under different wetting and drying cycles. Water 15(16), 2932.
| Crossref | Google Scholar |

Bai Y, Ye W, Wu Y, Chen Y, Akhavan H (2021) Multiscale analysis of the strength deterioration of loess under the action of drying and wetting cycles. Advances in Materials Science and Engineering 2021, 1-12.
| Crossref | Google Scholar |

Bordoloi S, Ng CWW (2020) The effects of vegetation traits and their stability functions in bio-engineered slopes: a perspective review. Engineering Geology 275, 105742.
| Crossref | Google Scholar |

Bordoloi S, Ni J, Ng CWW (2020) Soil desiccation cracking and its characterization in vegetated soil: a perspective review. Science of The Total Environment 729, 138760.
| Crossref | Google Scholar | PubMed |

Chen L, Bulut R (2017) Development and application of a new tensile stress model for expansive soils. Geotechnical and Geological Engineering 35(3), 1067-1077.
| Crossref | Google Scholar |

Chen H, Zhang X, Abla M, Lü D, Yan R, Ren Q, Ren Z, Yang Y, Zhao W, Lin P, Liu B, Yang X (2018) Effects of vegetation and rainfall types on surface runoff and soil erosion on steep slopes on the Loess Plateau, China. Catena 170, 141-149.
| Crossref | Google Scholar |

Comino E, Marengo P, Rolli V (2010) Root reinforcement effect of different grass species: a comparison between experimental and models results. Soil and Tillage Research 110(1), 60-68.
| Crossref | Google Scholar |

Danxi S, Xian-feng L, Sheng-yang Y, Gaofeng P, Guanlu J, Hailong W, Hideo K, Buzzi O (2023) Three-dimensional characterization of cracks in undisturbed Mile expansive soil using X-ray computed tomography. Soils and Foundations 63(3), 101282.
| Crossref | Google Scholar |

Federica G, Chiara V, Rodolfo G, Anne B, Pierre C, Sandra C, Chiaradia EA (2017) Root characteristics of herbaceous species for topsoil stabilization in restoration projects. Land Degradation & Development 28(7), 2074-2085.
| Crossref | Google Scholar |

Fu H, Zha H, Zeng L, Chen C, Jia C, Bian H (2020) Research progress on ecological protection technology of highway slope: status and challenges. Transportation Safety and Environment 2(1), 3-17.
| Crossref | Google Scholar |

Guo P, Xia Z, Liu Q, Xiao H, Gao F, Zhang L, Li M, Yang Y, Xu W (2020) The mechanism of the plant roots’ soil-reinforcement based on generalized equivalent confining pressure. PeerJ 8, e10064.
| Crossref | Google Scholar | PubMed |

He Y, Cui Y-J, Ye W-M, Conil N (2017) Effects of wetting-drying cycles on the air permeability of compacted Téguline clay. Engineering Geology 228, 173-179.
| Crossref | Google Scholar |

Hou Y, Wang B, Huang L, Xu J, Liu D, Zhu J, Wang J (2021) Microstructure and macromechanical properties of retaining structure of near-water reinforced soil under dry-wet cycle. Mathematical Problems in Engineering 2021, 1-10.
| Crossref | Google Scholar |

Huang Z, Wei B, Zhang L, Chen W, Peng Z (2018) Surface crack development rules and shear strength of compacted expansive soil due to dry–wet cycles. Geotechnical and Geological Engineering 37(4), 2647-2657.
| Crossref | Google Scholar |

Khan MS, Hossain S, Ahmed A, Faysal M (2017) Investigation of a shallow slope failure on expansive clay in Texas. Engineering Geology 219, 118-129.
| Crossref | Google Scholar |

Leknoi U, Likitlersuang S (2020) Good practice and lesson learned in promoting vetiver as solution for slope stabilisation and erosion control in Thailand. Land Use Policy 99, 105008.
| Crossref | Google Scholar |

Likitlersuang S, Takahashi A, Eab KH (2017) Modeling of root-reinforced soil slope under rainfall condition. Engineering Journal 21(3), 123-132.
| Crossref | Google Scholar |

Mao YC, Li GY, Lei JX, Zhang LR, Chen ZY (2013) Experimental study on the effects of wetting-drying cycles of compacted loess. Advanced Materials Research 831, 326-330.
| Crossref | Google Scholar |

Mehta B, Sachan A (2017) Effect of mineralogical properties of expansive soil on its mechanical behavior. Geotechnical and Geological Engineering 35(6), 2923-2934.
| Crossref | Google Scholar |

Nguyen TS, Likitlersuang S, Jotisankasa A (2018) Influence of the spatial variability of the root cohesion on a slope-scale stability model: a case study of residual soil slope in Thailand. Bulletin of Engineering Geology and the Environment 78(5), 3337-3351.
| Crossref | Google Scholar |

Nguyen TS, Likitlersuang S, Jotisankasa A (2020) Stability analysis of vegetated residual soil slope in Thailand under rainfall conditions. Environmental Geotechnics 7(5), 338-349.
| Crossref | Google Scholar |

Ongpaporn P, Jotisankasa A, Likitlersuang S (2022) Geotechnical investigation and stability analysis of bio-engineered slope at Surat Thani Province in Southern Thailand. Bulletin of Engineering Geology and the Environment 81(3), 84.
| Crossref | Google Scholar |

Phan TN, Likitlersuang S (2023) Root system architecture of two vetiver species for root reinforcement modelling. Modeling Earth Systems and Environment 10(1), 233-241.
| Crossref | Google Scholar |

Phan TN, Likitlersuang S, Kamchoom V, Leung AK (2021) Root biomechanical properties of Chrysopogon zizanioides and Chrysopogon nemoralis for soil reinforcement and slope stabilisation. Land Degradation & Development 32(16), 4624-4636.
| Crossref | Google Scholar |

Phan TN, Leung AK, Kamchoom V, Likitlersuang S (2022) Reinforcement losses in soil stabilisation due to decomposing roots of Chrysopogon zizanioides and Chrysopogon nemoralis. Land Degradation & Development 34(4), 1080-1096.
| Crossref | Google Scholar |

Qi Y, Bai MZ, Zhou H, Shi H, Li P, He B, Černý R (2021) Study on the mechanical properties of red clay under drying-wetting cycles. Advances in Materials Science and Engineering 2021, 1-16.
| Crossref | Google Scholar |

Qin Y, Li G, Chen X, Fan K (2021) Study on shear strength and structure of Malan loess under wetting–drying cycles. Arabian Journal of Geosciences 14(24), 2854.
| Crossref | Google Scholar |

Reubens B, Poesen J, Danjon F, Geudens G, Muys B (2007) The role of fine and coarse roots in shallow slope stability and soil erosion control with a focus on root system architecture: a review. Trees 21(4), 385-402.
| Crossref | Google Scholar |

Shi G, Li X, Guo Z, Zhang Z, Zhang Y (2022) Effect of mica content on shear strength of the Yili loess under the dry-wet cycling condition. Sustainability 14(15), 9569.
| Crossref | Google Scholar |

Sun Z, Yang X, Zhao Z, Zhang B (2022) Study on deformation characteristics of different angle loess slopes under wet-dry alternation. Arabian Journal of Geosciences 15(12), 1166.
| Crossref | Google Scholar |

Wang X, Li H, Zhong Y, Zhang L, Yang X, Han X, Hu Z (2023) Influence of dry-wet cycles on the structure and shear strength of loess. Sustainability 15(12), 9280.
| Crossref | Google Scholar |

Xie C, Ni P, Xu M, Mei G, Zhao Y (2020) Combined measure of geometry optimization and vegetation for expansive soil slopes. Computers and Geotechnics 123, 103588.
| Crossref | Google Scholar |

Xu X-T, Shao L-J, Huang J-B, Xu X, Liu D-Q, Xian Z-X, Jian W-B (2021) Effect of wet-dry cycles on shear strength of residual soil. Soils and Foundations 61(3), 782-797.
| Crossref | Google Scholar |

Xu Y, Guo Y, Huang Z, Liu D, Huang Q, Tang H (2023) Study on Cynodon dactylon root system affecting dry-wet cracking behavior and shear strength characteristics of expansive soil. Scientific Reports 13(1), 13052.
| Crossref | Google Scholar | PubMed |

Ye W, Ma F (2019) Study on the influence of dry-wet cycle on the pore size of dam soil. IOP Conference Series: Earth and Environmental Science 304(5), 052006.
| Crossref | Google Scholar |

Ye W, Bai Y, Cui C, Duan X (2020) Deterioration of the internal structure of loess under dry-wet cycles. Advances in Civil Engineering 2020, 1-17.
| Crossref | Google Scholar |

Zhang C, Li D, Jiang J, Zhou X, Niu X, Wei Y, Ma J (2019) Evaluating the potential slope plants using new method for soil reinforcement program. Catena 180, 346-354.
| Crossref | Google Scholar |

Zhao J, Luo X, Ma Y, Shao T, Yue Y (2017) Soil characteristics and new formation model of loess on the Chinese Loess Plateau. Geosciences Journal 21(4), 607-616.
| Crossref | Google Scholar |

Zhao G-T, Zou W-L, Han Z, Wang D-X, Wang X-Q (2021) Evolution of soil-water and shrinkage characteristics of an expansive clay during freeze-thaw and drying-wetting cycles. Cold Regions Science and Technology 186, 103275.
| Crossref | Google Scholar |

Zhou Y-Y, Wang X-M (2018) Mesomechanics characteristics of soil reinforcement by plant roots. Bulletin of Engineering Geology and the Environment 78(5), 3719-3728.
| Crossref | Google Scholar |

Zhou X, Fu D, Wan J, Xiao H, He X, Li Z, Deng Q (2023) The shear strength of root–soil composites in different growth periods and their effects on slope stability. Applied Sciences 13(19), 11116.
| Crossref | Google Scholar |

Zhu R, Huang Y-H, Zhang C, Guo W-L, Chen H (2020) Laboratory and centrifugal model tests on failure mechanism of canal slopes under cyclic action of wetting–drying. European Journal of Environmental and Civil Engineering 26(7), 2819-2833.
| Crossref | Google Scholar |