Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (1): 147-155.doi: 10.16285/j.rsm.2024.0298

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Evaluation on swelling index of expansive soil based on low frequency electrical method

CHEN Yi-kun1, CHU Ya1, CAI Guo-jun2, YAN Chao3, LIU Song-yu4, HAN Ai-min1   

  1. 1. College of Transportation Engineering of Nanjing Tech., China, Nanjing, Jiangsu 211816, China; 2. College of Civil Engineering, Anhui Jianzhu University, Hefei, Anhui 230009, China; 3. Anhui Institute of Expansive Soil Mechanics and Engineering, Hefei, Anhui 236025, China; 4. Institute of Geotechnical Engineering, Southeast University, Nanjing, Jiangsu 210096, China
  • Received:2024-03-10 Accepted:2024-04-19 Online:2025-01-10 Published:2025-01-04
  • Supported by:
    This work was supported by the National Science Fund for Distinguished Young Scholars (42225206), the Youth Project of National Natural Science Foundation of China (42202303), the Youth Project of Natural Science Foundation of Jiangsu Province (BK20220355), the Fund for Anhui Institute of Expansive Soil Mechanics and Engineering (AHPZY2023KF02) and the Open Fund of Jiangsu Geological Engineering Environment Intelligent Monitoring Engineering Research Center (2023-ZNJKJJ-07).

Abstract: The expansive performance of in-situ expansive soil is significantly influenced by its natural characteristics such as water content and structural properties. Effectively and accurately determining the in-situ expansion potential of expansive soil is a key challenge in engineering. To evaluate the expansiveness of in-situ expansive soil, artificial and natural expansive soils were selected as research subjects. Low-frequency electrical tests and expansion ratio experiments were conducted to establish an evaluation model for the non-loaded expansion ratio of expansive soil based on low-frequency electrical indicators. The research results indicate that the expansion ratio without load decreases as water content increases at a constant dry density. The soil’s expansiveness is significantly influenced by the initial water content and pore structure characteristics. The final expansion ratio is correlated with the water absorption characteristics of soil mineral particles. Additionally, changes in water content and dry density can significantly impact the resistivity index. The strong sensitivity between resistivity index and soil water content, along with the characterization of water absorption capacity in expanded soil minerals, suggests that the resistivity index is a valuable tool for assessing the expansion behavior of in situ expanded soil. Based on this foundation, resistivity, dry density and water content were normalized. A comprehensive indicator Q, which combines normalized water and electricity data, was introduced. Furthermore, an evaluation model for the non-loaded expansion ratio of in-situ expansive soil was developed. Through validation with existing experimental data, the proposed electrical evaluation model for the expansion ratio of in-situ expansive soil exhibits direct and efficient attributes, offering a dependable assessment of the expansive potential of in-situ expansive soil.

Key words: electrical resistivity, expansive soil, expansive characteristics, low frequency electrical method, evaluation model

CLC Number: 

  • TU 443
[1] JIANG Hai-bo, LU Yan, LI Lin, ZHANG Jun, . Strength characteristics and damage evolution law of expansive soil in water conveyance channel under dry-wet and freeze-thaw action [J]. Rock and Soil Mechanics, 2025, 46(5): 1356-1367.
[2] OUYANG Miao, ZHANG Hong-ri, WANG Gui-yao, DENG Ren-rui, GUO Ou, WANG Lei, GAO You, . Optimization of the ratio of expansive soil improved by biological matrix based on response surface method [J]. Rock and Soil Mechanics, 2025, 46(5): 1368-1378.
[3] ZHENG Shu-wen, LIU Song-yu, LI Di, TONG Li-yuan, WU Kai, . Experimental study on mechanical properties of expansive soil-based lightweight foam soil [J]. Rock and Soil Mechanics, 2025, 46(5): 1455-1465.
[4] FENG Shi-jin, CHEN Jia-zhuo, GAO Meng-wen, ZHANG Xiao-lei, WU Qiang, XIAO Yu, . Research on monitoring and early warning methods for industrial pollution in soft soil areas: application of time-lapse high-density electrical resistivity tomography [J]. Rock and Soil Mechanics, 2025, 46(4): 1323-1334.
[5] ZHOU Zhen-hua, KONG Ling-wei, LI Tian-guo, SHU Rong-jun, . Environmental effect and characterization of crack evolution in undisturbed expansive soils [J]. Rock and Soil Mechanics, 2025, 46(2): 402-412.
[6] ZHANG Hong-ri, YANG Ji-ming, XU Yong-fu, XIAO Jie, HAN Zhong, WANG Lei, LIN Yu-xiang, . Study on three-dimensional crack propagation characteristics of expansive soil based on digital image correlation technology [J]. Rock and Soil Mechanics, 2024, 45(S1): 309-323.
[7] GUO Jian-hua, WANG Han-hui, LI Shi-chang, DAI Zhang-jun. Evolution pattern of cracks in expansive soil and the deformation of canal slopes in dry and wet environments [J]. Rock and Soil Mechanics, 2024, 45(S1): 433-442.
[8] LI Yu, HU Ming-jian, ZHENG Si-wei, WANG Zhi-bing, . Study on the strength and microscopic mechanism of calcium carbide slag-slag cured expansive soil [J]. Rock and Soil Mechanics, 2024, 45(S1): 461-470.
[9] WEI Xing, CHEN Rui, CHENG Shi-tao, ZHU Ming, WANG Zi-jian, . Stability of deep foundation pits in Chengdu expansive soil area with the influence of rainfalls and predictions of deformation [J]. Rock and Soil Mechanics, 2024, 45(S1): 525-534.
[10] ZHAO Kuan-yao, XU Qiang, CHEN Wan-lin, PENG Da-lei, GAO Deng-hui, . Infiltration process of loess in flood irrigation area [J]. Rock and Soil Mechanics, 2024, 45(9): 2754-2764.
[11] MA Tian-tian, YU Hai-wen, WEI Chang-fu, YI Pan-pan, YAO Chuan-qin, . Mechanism of physicochemical effect on the shrinkage of expansive soil [J]. Rock and Soil Mechanics, 2024, 45(3): 697-704.
[12] ZHANG Yong-gan, LU Yang, LIU Si-hong, TIAN Jin-bo, ZHANG Si-yu, FANG Bin-xin. Experimental study and mechanism exploration of soilbags for inhibiting frost heaving performance of expansive Soil [J]. Rock and Soil Mechanics, 2024, 45(3): 759-768.
[13] ZHAO Ying-xiao, HE Wei-peng, DING Xiao-ying, ZHAN Jun, HU Xia-song, LIU Chang-yi, MIAO Xiao-xing, WANG Yan-xiu, LU Hai-jing, XING Guang-yan, LI Hua-tan, ZHANG Pei-hao. Relationship between resistivity and soil physical and mechanical properties of herbaceous slopes in the loess area of Xining Basin [J]. Rock and Soil Mechanics, 2024, 45(2): 477-488.
[14] HU Jiang, LI Xing, . Analysis of spatiotemporal deformation characteristics of deep excavated expansive soil slopes [J]. Rock and Soil Mechanics, 2024, 45(10): 3071-3080.
[15] LUO Xiao-qian, KONG Ling-wei, YAN Jun-biao, GAO Zhi-ao, TIAN Sheng-kui, . In-situ borehole shear test and shear strength response characteristics of expansive soil under different saturations [J]. Rock and Soil Mechanics, 2024, 45(1): 153-163.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!