Civil Engineering

Feng Cheng This email address is being protected from spambots. You need JavaScript enabled to view it.1,2, Gui-quan Yuan1, DiWu1, Aijun Chen1, Junhua Chen1, and Bai Yang1

1School of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin, 541004, China
2China Nonferrous Metal (Guilin) Geology And Mining Co. Ltd, Guilin, 541004, China

 

Received: March 19, 2021
Accepted: September 1, 2021
Publication Date: September 29, 2021

 Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.


Download Citation: ||https://doi.org/10.6180/jase.202204_25(2).0019  


ABSTRACT

The progressive expansion and contraction damage caused by heavy metal intrusion into rocks is one of causes to the collapse of rock slopes. Based on shear strength test, point load test, disintegration resistance test, durability test and weathering test, the mechanical properties of typical heavy metal contaminated mudstone and sandstone are studied. The spectral band characteristics and spatial frequency changes of mineral elements before and after the intrusion are identified by the spectral diffraction method and acoustic wave detection technology. The penetration effect of heavy metals after intrusion is analyzed. According to the Weibul1 distribution law of microstructure, the discrete characteristics of intrusion failure of the microelement structure of rock under the single-porous medium, and the relationship between the intrusion performance, elongation performance and time of heavy metals are discussed. The results show that the mechanical strength decreases with the intrusion of heavy metals into rock, and the value reduces with the increasing content of intrusive elements. The differentiation degree of intrusion relationship is shown as the relationship of logarithmic function and power function. The spectral color band characteristics and spatial frequency changes reflects the expansion process of the fissure surface after the intrusion of heavy metal into rock effectively. The penetration effect of microstructure caused by the expansion results in the damage of the integrity of rock. The loss of microscopic mineral colloid particles, the expansion of macroscopic cracks and the penetration failure are mainly affected by the intrusion and extension properties of the contaminated elements.


Keywords: heavy metal contaminated debris; mechanical strength test; mass ratio; penetration effect


REFERENCES

  1. [1] F. Gong, X. Li, X. Liu, and J. Zhao, (2010) “Experimental study of dynamic characteristics of sandstone under one-dimensional coupled static and dynamic loads" Chinese Journal of Rock Mechanics and Engineering 29(10): 2076–2085.
  2. [2] L. U. Xiao Xia and P. Zhang, (2002) “Rock Damage Viscoplastic Constitutive Relationship with Compress" Journal of Chongqing University:
  3. [3] M. PengSuping and M.WangHu, (2003) “PanJienan (China University of Mining and Technology, Beijing 100083 China); TESTING STUDY ON PORE RATIO AND PERMEABILITY OF SANDSTONE UNDER DIFFERENT CONFINING PRESSURES [J]" Chinese Journal of Rock Mechanics and Engineering 5:
  4. [4] Z. Jiang, L. Ji, R. Zuo, and L. Cao, (2002) “CORRELATIVITY AMONG ROCK PERMEABILITY AND STRAIN,STRESS UNDER SERVO-CONTROL CONDITION" Chinese Journal of Rock Mechanics&Engineering 21(10): 1442–1446.
  5. [5] H. J. Gang, Y. U. Min, H. B. Quan, J. F. Huang, and B. J. Tan, (2003) “Weathering velocity of slope rock in Guilin-Liuzhou expressway" Hydrogeology and Engineering Geology:
  6. [6] C. Pan and S. Liu, (2019) “Experimental research on thermal conductivity characteristics of heavy metal contaminated soil" Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition) 49(2): 362–368.
  7. [7] Z. G. Cao, D. W. Zhang, and S. Y. Liu, (2013) “Experimental research on durability of solidified leadcontaminated soils under wetting-drying cycles" Rock and Soil Mechanics 34(12): 3485–3490.
  8. [8] M. Huang, C. H. Chen, H. Z. Yang, Z. P.Mao, and Y. B. Li, (2013) “Effects of Two Typical Regulating Agents on Cadmium Fractions in Soils Contaminated by Cadmium" Journal ofWuhan University of Technology:
  9. [9] T.Wang, L.Wang, F. Xue, and M. Xue, (2021) “Identification of crack development in granite under triaxial compression based on the acoustic emission signal" International Journal of Distributed Sensor Networks 17:
  10. [10] Qinglei, Yu, Shengqi, Yang, P., G., Ranjith,Wancheng, Zhu, and Tianhong, (2016) “Numerical Modeling of Jointed Rock Under Compressive Loading Using X-ray Computerized Tomography" Rock Mechanics & Rock Engineering:
  11. [11] N. Yoobanpot, P. Jamsawang, and S. Horpihulsuk, (2017) “Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue" Applied Clay Science 141(JUN.): 146–156.
  12. [12] H. J. Yim, H. Lee, and J. H. Kim, (2017) “Evaluation of mortar setting time by using electrical resistivity measurements" Construction & Building Materials 146(Aug.15): 679–686.
  13. [13] Z. K. Mi, G. Y. Li, and S. S. Chen, (2012) “Constitutive model for coarse granular materials based on breakage energy" Chinese Journal of Geotechnical Engineering 34(10): 1801–1811.
  14. [14] F. S. Zha, J. J. Liu, X. U. Long, Y. F. Deng, C. B. Yang, and C. F. Chu, (2019) “Electrical resistivity of heavy metal contaminated soils solidified/stabilized with cementfly ash" Rock and Soil Mechanics:
  15. [15] S. Liu, L. Zhan, L. Hu, and Y. Du, (2016) “Environmenta geotechnics: State-of-the-art of theory, testing and application to practice" China Civil Engineering Journal:
  16. [16] Y. J. Du, M. L.Wei, K. R. Reddy, and H. L. Wu, (2016) “Effect of carbonation on leachability, strength and microstructural characteristics of KMP binder stabilized Zn and Pb contaminated soils" Chemosphere 144(FEB.): 1033–1042.
  17. [17] , (2014) “Effect of sewage on electrical resistivity and strength of cemented soil" Yantu Lixue/Rock and Soil Mechanics 35(7): 1855–1862+1870.
  18. [18] L. Cheng, R. Nie, and. Liu, (2017) “An experimental study of the uniaxial compressive strength of fractured loess" Hydrogeology & Engineering Geology:
  19. [19] . Wang, Z. T. Shen, and H. L. Wang, (2018) “Performances of cement-stabilised/solidified contaminated site soils" Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering:
  20. [20] T. T. Zhang, P. Wang, L. I. Jiang-Shan, Y. Wan, Q. Xue, and S. Q. Wang, (2018) “Effect of curing time and lead concentration on mechanical properties of leadcontaminated soils stabilized by magnesium phosphate cement" Rock and Soil Mechanics:
  21. [21] Y. Guo, L. Cao, and P. Huo, (2019) “Strength and Microstructure of Unsaturated Contaminated Soil under Two Stress Paths" Journal of Basic ence and Engineering:
  22. [22] Y. Xue, J. J. Chen, and L. Ce, (2014) “[Impact of compounded chelants on removal of heavy metals and characteristics of morphologic change in soil from heavy metals contaminated sites]." Environmental ence 35(2): 733.
  23. [23] C. Zhu, L. Pan, C. Yu, H. Wang, J. Jiang, and R. Liao, (2018) “Mechanical properties and microstructure characteristics of cement solidification pollution soil from Wenzhou" Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering:
  24. [24] Y. Feng,W. Xia, Y. Du, L. Zhang, and J. Zhao, (2017) “Experimental study on the strength and environmental properties of Ni and Zn contaminated soil stabilized by SPB and SPC binders" Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering 36(12): 3062–3074.
  25. [25] F. Zha, A. Hao, X. Long, J. Liu, and K. Cui, (2014) “EXPERIMENTAL STUDY OF LEACHING CHARACTERISTICS OF CEMENT SOLIDIFIED AND STABILIZED HEAVY METAL CONTAMINATED SOILS" Industrial Construction:
  26. [26] J. Cui, W. Xue, Z. Yan, S. Liu, and N. Wang, (2013) “Repairing of heavy metals contaminated soil with different surfactants" Journal of Dalian Polytechnic University:
  27. [27] T. T. Zhang, X. X. He, P. Wang, Q. Xue, and J. S. Li, (2017) “Influence of particle size and pH on stability of chromium contaminated soil and its mechanism analysis" Yantu Lixue/Rock and Soil Mechanics 38: 82–88.
  28. [28] Y. G. Xu, T. Cao, and F. Luo, (2014) “Wastewater Effluent Quality Prediction Model Based on Relevance Vector Machine" Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science) 42(5): 103–108.

Latest Articles

Multi-level Semantic Fusion Network for Few-shot Multimedia Image Recognition in Education Management
Multi-level Semantic Fusion Network for Few-shot Multimedia Image Recognition in Education ManagementVolume 28, Issue 2 (In Press)

Read more: ...

River bank erosion prediction using multivariable linear regression
River bank erosion prediction using multivariable linear regressionVolume 27, Issue 12 (In Press)

Read more: ...

Optimization of Ultrasound-Assisted Pectin Extraction from Durian Rind
Optimization of Ultrasound-Assisted Pectin Extraction from Durian RindVolume 28, Issue 2 (In Press)

Read more: ...

Short-time prediction model for cross-section passenger flow in urban transit trains using GCN-AM-BiLSTM
Short-time prediction model for cross-section passenger flow in urban transit trains using GCN-AM-BiLSTMVolume 28, Issue 2 (In Press)

Read more: ...

Response Prediction Analysis of RC Frame Structures Using Support Vector Machine Algorithm
Response Prediction Analysis of RC Frame Structures Using Support Vector Machine AlgorithmVolume 28, Issue 2 (In Press)

Read more: ...

Using the non-dominated sorting genetic algorithm II for multi-objective optimization of acoustic performance in sandwich panels with cellular honeycomb core
Using the non-dominated sorting genetic algorithm II for multi-objective optimization of acoustic performance in sandwich panels with cellular honeycomb coreVolume 28, Issue 2 (In Press)

Read more: ...

Analyzing Glass Configurations For Energy Efficiency In Building Envelopes: A Comparative
Analyzing Glass Configurations For Energy Efficiency In Building Envelopes: A ComparativeVolume 28, Issue 2 (In Press)

Read more: ...

Assessment of the optimal gold recovery rate through heap leach extraction process from hydrothermal alteration zone ore
Assessment of the optimal gold recovery rate through heap leach extraction process from hydrothermal alteration zone oreVolume 28, Issue 2 (In Press)

Read more: ...

Research on the Time-Varying Relationship between Macroeconomic Variables and the Stock Market Volatility Based on TVP-VAR Model
Research on the Time-Varying Relationship between Macroeconomic Variables and the Stock Market Volatility Based on TVP-VAR ModelVolume 28, Issue 2 (In Press)

Read more: ...