Effect of drying-wetting cycles on the hydromechanical behaviour of compacted coal gangue

被引:11
作者
Liu, Peng [1 ,2 ,3 ]
Chen, Ren-Peng [1 ]
Kang, Xin [1 ]
Wang, Peng-Fei [1 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha, Peoples R China
[2] Hunan Univ, Key Lab Bldg Safety & Energy Efficiency, Minist Educ, Changsha, Peoples R China
[3] Hunan Univ, Natl Ctr Int Res Collaborat Bldg Safety & Environm, Changsha, Peoples R China
基金
中国国家自然科学基金;
关键词
collapsed settlement; environmental engineering; strength & testing of materials;
D O I
10.1680/jenge.19.00203
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Compacted coal gangue is often used as subgrade soils in South Central China. To understand further the effects of drying-wetting (D-W) cycles on the hydromechanical behaviour of compacted coal gangue subgrade, this paper presents a series of laboratory test results on reconstituted coal gangue subjected to multiple D-W cycles. The effects of vertical load and compaction parameters on the soil deformation behaviours during hydraulic loading are fully discussed. Based on the laboratory investigations, the shrinkage strain was found to decrease with the increase in the initial dry density; however, it increased with the increase in vertical load. Experimental results also revealed that the variation in soil water content was more pronounced in the first D-W cycle. The characteristics of the void ratio and water content change during D-W cycles were investigated, and the shrinkage behaviour (e-w) was obtained. Significant hysteresis was detected during the D-W cycles, and the size of the hysteresis loop was found to decrease with the increase in D-W cycles, while it increased with the increase in vertical load. Besides, the D-W cycles were found to influence the pore volume at the microscopic scale, where both the volumes of inter-aggregate pores and intra-aggregate pores were found to decrease as the hydraulic loading increased.
引用
收藏
页码:40 / 50
页数:11
相关论文
共 48 条
  • [1] Interrelationship between Elastic Deformation and Soil-Water Characteristic Curve of Expansive Soils
    Al-Dakheeli, Hussein
    Bulut, Rifat
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2019, 145 (04)
  • [2] Effect of desiccation on compacted natural clays
    Albrecht, BA
    Benson, CH
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2001, 127 (01) : 67 - 75
  • [3] Expansive bentonite-sand mixtures in cyclic controlled-suction drying and wetting
    Alonso, EE
    Romero, E
    Hoffmann, C
    García-Escudero, E
    [J]. ENGINEERING GEOLOGY, 2005, 81 (03) : 213 - 226
  • [4] A CONSTITUTIVE MODEL FOR PARTIALLY SATURATED SOILS
    ALONSO, EE
    GENS, A
    JOSA, A
    [J]. GEOTECHNIQUE, 1990, 40 (03): : 405 - 430
  • [5] ASTM, 2017, ASTM International D2487-17
  • [6] ASTM, 2011, D2435M11 ASTM
  • [7] Prediction of soil water retention properties using pore-size distribution and porosity
    Beckett, Christopher T. S.
    Augarde, Charles E.
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2013, 50 (04) : 435 - 450
  • [8] Experimental study on volumetric behaviour of Maryland clay and the role of degree of saturation
    Burton, Glen J.
    Sheng, Daichao
    Airey, David
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2014, 51 (12) : 1449 - 1455
  • [9] Influence of drying-wetting cycles on engineering properties of carbonated silt admixed with reactive MgO
    Cai, Guang-Hua
    Liu, Song-Yu
    Zheng, Xu
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2019, 204 : 84 - 93
  • [10] Impact of wetting-drying cycles on hydro-mechanical behavior of an unsaturated compacted clay
    Chen, R.
    Ng, C. W. W.
    [J]. APPLIED CLAY SCIENCE, 2013, 86 : 38 - 46