Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (2): 477-488.doi: 10.16285/j.rsm.2023.1529

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Relationship between resistivity and soil physical and mechanical properties of herbaceous slopes in the loess area of Xining Basin

ZHAO Ying-xiao1, HE Wei-peng1, DING Xiao-ying2, ZHAN Jun2, HU Xia-song1, LIU Chang-yi1, MIAO Xiao-xing3, WANG Yan-xiu3, LU Hai-jing4, XING Guang-yan4, LI Hua-tan5, ZHANG Pei-hao1   

  1. 1. Department of Geological Engineering, Qinghai University, Xining, Qinghai 810016, China; 2. The Third Geological Exploration Institute of Qinghai Province, Xining, Qinghai 810008, China; 3. Qinghai Soil and Water Conservation Research Center, Xining, Qinghai 810000, China; 4.College of Agriculture and Animal Husbandry, Qinghai University, Xining, Qinghai 810016, China; 5.College of Civil Water Conservancy, Qinghai University, Xining, Qinghai 810016, China
  • Received:2023-10-11 Accepted:2023-11-30 Online:2024-02-11 Published:2024-02-07
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(42041006), the Natural Science Foundation of Qinghai Province (2020-ZJ-906) and the Second Qinghai-Tibet Plateau Comprehensive Scientific Research Project(2019QZKK0905).

Abstract: This study aims to investigate the quantitative relationship between resistivity and the physical and mechanical properties of soil in different types of herbaceous slopes in the alpine arid and semi-arid loess area. The research is conducted in the self-built test area of Changlinggou Basin in Xining Basin. Five types of slopes, including Elymus nutans Griseb., Elymus sibiricus Linn., Agropyron trachycaulum Linn. Gaertn., Festuca arundinacea Schreb., and bare slopes are selected as the research objects. These slopes have been planted for 3 years. The study compares the effects of different herbaceous roots on the physical and mechanical properties of the soil by conducting tests of soil density and water content, and direct shear test on the soils with and without root systems. Based on these tests, a quantitative relationship between the physical and mechanical properties of different slope soils and resistivity data is established using 2D electrical resistivity tomography. The results show that: (1) Compared with the bare slope without planting, the maximum increase of soil moisture content in the upper layer (0–10 cm) of the Elymus sibiricus Linn. slope is 26.53%. The average soil density of the upper layer (0–10 cm) of the Festuca arundinacea Schreb. slope was 18.30% lower than that of the bare slope. The maximum added value of soil cohesion in the upper layer (0–10 cm) of the Elymus nutans Griseb. slope is 2.75 times that of the bare slope. (2) The resistivity characteristics of five types of slopes are affected by root distribution and slope position factors, and the resistivity value decreases with the increase of depth. The soil resistivity value of the four herbaceous slopes is larger than that of the bare slope at 0–20 cm, which is the approximately range of root distribution. (3) There are fitting equations between the physical and mechanical properties and resistivity data of five kinds of slope soils (with correlation coefficients R2 ranging from 0.48 to 0.77), and the Pearson correlation analysis shows that the cohesion c value of the slope soil has the highest correlation with resistivity, with an R2 value of 0.765. The results of this study demonstrate that 2D resistivity tomography technology can reflect the physical and mechanical properties of slope soil, as well as the distribution characteristics of plant roots. This provides a theoretical basis and practical guidance for effectively preventing and controlling soil erosion, shallow landslides, and other disasters in the study area and its surrounding areas.

Key words: alpine arid and semi-arid regions, Xining Basin, 2D electrical resistivity tomography, resistivity of slopes, soil physical and mechanical properties, Pearson correlation analysis

CLC Number: 

  • TU 444
[1] MU Huan-dong, DENG Ya-hong, ZHAO Xun-chang, HE Nai-nan, ZHENG Long-hao, HE Ye, . Liquefaction evaluation method of Malan loess based on variation characteristics of unsaturated shear volume [J]. Rock and Soil Mechanics, 2025, 46(10): 3197-3207.
[2] LI Lin, JI Liang, YE Fei, LI Yao, . A hydro-mechanical coupling elastoplastic constitutive model for unsaturated intact structured loess [J]. Rock and Soil Mechanics, 2025, 46(8): 2421-2433.
[3] BAO Wei-xing, TIAN Lei, WU Qian, HUANG Zhi-ming, ZHANG Zhi-yong. Characteristics of water infiltration in Ili loess and its impact on collapse deformation [J]. Rock and Soil Mechanics, 2025, 46(5): 1379-1391.
[4] TANG Xian-xi, ZHANG Xu-jun, LI Hao-jie, . Evaluation of mechanical properties and analysis of solidification principles of loess solidified with steel slag-coal gangue geopolymer [J]. Rock and Soil Mechanics, 2025, 46(4): 1205-1214.
[5] GUO Xu-hui, ZHU Hong-hu, WU Bing, GAO Yu-xin, HU Le-le, CAO Ding-feng, . Fiber optic passive sensing of loess moisture content based on artificial neural network [J]. Rock and Soil Mechanics, 2025, 46(2): 653-664.
[6] MU Huan-dong, HE Ye, BAI Yi-song, DENG Ya-hong, ZHENG Long-hao, . Collapsibility characteristics and microscopic mechanism of Q3 sandy loess in Jingbian [J]. Rock and Soil Mechanics, 2024, 45(10): 3024-3036.
[7] ZHAO Zai-kun, WANG Tie-hang, ZHANG Liang, JIN Xin, LU Jie, RUAN Jia-bin, XING Yu, . Fracture evolution of unsaturated loess under high temperature and its quantitative analysis [J]. Rock and Soil Mechanics, 2024, 45(5): 1297-1308.
[8] KANG Zuo, KANG Jia-wei, DENG Guo-hua, . Study on basic physical and mechanical properties of uncompacted saturated loess [J]. Rock and Soil Mechanics, 2023, 44(11): 3117-3127.
[9] LIU De-ren, ZHANG Zhuan-jun, WANG Xu, ZHANG Yan-feng, AN Zheng-shan, JIN Xin, . Study on field application parameters of unsaturated loess ground remodeling by humidification of water vapor [J]. Rock and Soil Mechanics, 2023, 44(S1): 73-82.
[10] SHAO Shuai, SHAO Sheng-jun, GAO Meng-jie, LIU Xiao-kang, WANG Li-xin, YAN Guang-yi, . Applicability of unsaturated loess to hydraulic coupling elastoplastic model [J]. Rock and Soil Mechanics, 2023, 44(S1): 436-442.
[11] LI Pin-liang, XU Qiang, LIU Jia-liang, HE Pan, JI Xu, CHEN Wan-lin, PENG Da-lei, . Experimental study on the micromechanism of salt influence on the permeability of remolded loess [J]. Rock and Soil Mechanics, 2023, 44(S1): 504-512.
[12] JIAN Tao, KONG Ling-wei, BAI Wei, SHU Rong-jun, . Dynamic pore pressure model for saturated loess based on dissipative energy [J]. Rock and Soil Mechanics, 2023, 44(8): 2238-2248.
[13] ZHAO Kai, SHAO Shuai, SHAO Sheng-jun, WEI Jun-zheng, ZHANG Shao-ying, ZHANG Yu, . Study on shear bands of undisturbed loess under plane strain [J]. Rock and Soil Mechanics, 2023, 44(2): 433-441.
[14] WEN Shao-jie, CHENG Wen-chieh, HU Wen-le, . Effects of lead contamination on macro-water retention and micro-structural evolution of loess [J]. Rock and Soil Mechanics, 2023, 44(2): 451-460.
[15] XU Jian, ZHOU Li-yang, HU Ke, LI Yan-feng, WU Zhi-peng, . Uniaxial compression behavior of fissured loess disturbed by vibration load [J]. Rock and Soil Mechanics, 2023, 44(1): 171-182.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!