›› 2017, Vol. 38 ›› Issue (6): 1781-1788.doi: 10.16285/j.rsm.2017.06.028

• Numerical Analysis • Previous Articles     Next Articles

Simulation and analysis of pot-cover effect on moisture transport in subgrade soil

SONG Er-xiang, LUO Shuang, KONG Yu-fei, LI Peng   

  1. Key Laboratory of Civil Engineering Safety and Durability of the State Ministry of Education, Tsinghua University, Beijing 100084, China
  • Received:2015-10-16 Online:2017-06-12 Published:2018-06-05
  • Supported by:

    This work was supported by the National Key Program on Basic Research and Development of China (2014CB047003) and the National Natural Science Foundation of China (41272279).

Abstract: Based on qualitative understanding of the so-called pot-cover effect on moisture transport in the road subgrade soil, a mathematical model is proposed to analyze multi-phase transportation, heat conduction, and water-vapor transition. A one-dimensional finite element model for subgrade soil column is developed to investigate moisture transport and phase change under temperature gradient, as well as the mechanism and influencing factors of pot-cover effect. The numerical results indicate that the temperature profile and soil texture may have significant influence on pot-cover effect. Pot-cover effect is more likely observed in silt subgrade than in sand or clay subgrade. The temperature profile of lower temperature at the top subgrade more easily leads to the pot-cover effect. These results provide reference for further understanding the pot-cover effect in subgrade soil.

Key words: unsaturated soil, pot-cover effect, multi-phase flow, phase transition model

CLC Number: 

  • TU 433

[1] YANG Zhi-hao, YUE Zu-run, FENG Huai-ping, . Experimental study on moisture migration properties in unsaturated silty subgrade [J]. Rock and Soil Mechanics, 2020, 41(7): 2241-2251.
[2] CHEN Hao, HU Xiao-rong. Triple-shear failure criteria and experimental verification for unsaturated soils [J]. Rock and Soil Mechanics, 2020, 41(7): 2380-2388.
[3] WEN Wei, LAI Yuan-ming, YOU Zhe-min, LI Ji-feng, . Analysis of pore relative humidity of salinized unsaturated soil based on Pitzer model [J]. Rock and Soil Mechanics, 2020, 41(6): 1944-1952.
[4] TAO Shuai, DONG Yi, WEI Chang-fu, . Small-strain stiffness test system of soil under controllable environmental humidity [J]. Rock and Soil Mechanics, 2020, 41(6): 2132-2142.
[5] LIU Hong-bo, ZHOU Feng-xi, YUE Guo-dong, HAO Lei-chao. Propagation characteristics of thermoelastic wave in unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(5): 1613-1624.
[6] SUN Yin-lei, TANG Lian-sheng, LIU Jie, . Advances in research on microstructure and intergranular suction of unsaturated soils [J]. Rock and Soil Mechanics, 2020, 41(4): 1095-1122.
[7] LI Xiao-xuan, LI Tao, LI Jian, ZHANG Tao. An elastoplastic two-surface model for unsaturated structural clays under cyclic loading [J]. Rock and Soil Mechanics, 2020, 41(4): 1153-1160.
[8] LI Hua, LI Tong-lu, JIANG Rui-jun, FAN Jiang-wen. Measurement of unsaturated permeability curve using filter paper method [J]. Rock and Soil Mechanics, 2020, 41(3): 895-904.
[9] CHENG Tao, YAN Ke-qin, HU Ren-jie, ZHENG Jun-jie, ZHANG Huan, CHEN He-long, JIANG Zhi-jie, LIU Qiang, . Analytical method for quasi-two-dimensional plane strain consolidation problem of unsaturated soil [J]. Rock and Soil Mechanics, 2020, 41(2): 453-460.
[10] DENG Zi-qian, CHEN Jia-shuai, WANG Jian-wei, LIU Xiao-wen, . Constitutive model and experimental study of uniform yield surface based on SFG model [J]. Rock and Soil Mechanics, 2020, 41(2): 527-534.
[11] LI Xiao-xuan, LI Tao, PENG Li-yun, . Elastoplastic two-surface model for unsaturated cohesive soils under cyclic loading with controlled matric suction [J]. Rock and Soil Mechanics, 2020, 41(2): 552-560.
[12] CHENG Hao, TANG Hui-ming, WU Qiong, LEI Guo-ping, . An elasto-plasticity extended Cam-clay model for unsaturated soils using explicit integration algorithm in FEM with hydraulic hysteresis [J]. Rock and Soil Mechanics, 2020, 41(2): 676-686.
[13] ZHOU Feng-xi, LIU Hong-bo, . Propagation characteristics of Rayleigh waves in unsaturated soils [J]. Rock and Soil Mechanics, 2019, 40(8): 3218-3226.
[14] ZHAN Liang-tong, HU Ying-tao, LIU Xiao-chuan, CHEN Jie, WANG Han-lin, ZHU Bin, CHEN Yun-min. Centrifuge modelling of rainfall infiltration in an unsaturated loess and joint monitoring of multi-physical parameters [J]. Rock and Soil Mechanics, 2019, 40(7): 2478-2486.
[15] ZHOU Feng-xi, GAO Guo-yao, . Steady-state analysis of the heat-moisture-salt coupling for unsaturated soil [J]. Rock and Soil Mechanics, 2019, 40(6): 2050-2058.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!