›› 2012, Vol. 33 ›› Issue (9): 2724-2728.

• Geotechnical Engineering • Previous Articles     Next Articles

Research on influence of air-entry value on capillary hysteresis internal variable model

LI Huan1, 2, XIE Bing3, XU Hui4, HUANG Zhi-quan1   

  1. 1. College of Resources and Environmental Science, North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450011, China; 2. Guangxi Key Laboratory of New Energy and Building Energy Saving, Guilin University of Technology, Guilin, Guangxi 541004, China; 3. Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang, Henan 471023, China; 4. Henan Provincial 1st Water Conservancy Engineering Bureau, Zhengzhou 450004, China
  • Received:2012-05-08 Online:2012-09-11 Published:2012-09-12

Abstract: Soil-water characteristic relationship is a function about the connection between matric suction and water content. The research shows that the air-entry value has great influence on the drying scanning curve when the starting point of the curve is near the highly saturated level. A capillary hysteresis internal variable model (HIVM) put forward by Wei Changfu is able to simulate the hysteresis characteristic of the scanning curve; but the influence of the air-entry value is neglected. There exist some deviations between the simulation of the drying scanning curve and the factual results. Based on the theory of HIVM and the empirical model about the traditional soil-water characteristic relationship, a modified HIVM is put forward. The influence of the air-entry value on the drying scanning curve whose starting point is near the highly saturated level is considered in this new model. While in drying path, the effects of air-entry value on the scanning curves that the original points at the highly saturated range is considered. According to the data from the simulation calculation to the various soil samples, in the modified HIVM, the influence of the air-entry value on the drying scanning curve is considered; so it is better than the original model.

Key words: hysteresis internal variable model, scanning curve, water content

CLC Number: 

  • TU 411
[1] ZHENG Yao-lin, ZHANG Rong-jun, ZHENG Jun-jie, DONG Chao-qiang, LU Zhan, . Experimental study of flocculation-solidification combined treatment of hydraulically dredged mud at extra high-water content [J]. Rock and Soil Mechanics, 2019, 40(8): 3107-3114.
[2] YAN Ya-jing, YAN Yong-shuai, ZHAO Gui-zhang, ZHANG Tai-li, SUN Qiang, . Study on moisture migration in natural slope using high-density electrical resistivity tomography method [J]. Rock and Soil Mechanics, 2019, 40(7): 2807-2814.
[3] WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Relationship between strength parameter and water content of fault gouge with different degrees of consolidation [J]. Rock and Soil Mechanics, 2019, 40(5): 1657-1662.
[4] WANG Juan-juan, HAO Yan-zhou, WANG Tie-hang. Experimental study of structural characteristics of unsaturated compacted loess [J]. Rock and Soil Mechanics, 2019, 40(4): 1351-1357.
[5] JIN Xiao, YANG Wen, MENG Xian-Hong, LEI Le-Le, . Deduction and application of unfrozen water content in soil based on electrical double-layer theory [J]. Rock and Soil Mechanics, 2019, 40(4): 1449-1456.
[6] TAO Gao-liang, LI Jin, ZHUANG Xin-shan, XIAO Heng-lin, CUI Xi-lin, XU Wei-sheng. Determination of the residual water content of SWCC based on the soil moisture evaporation properties and micro pore characteristics [J]. , 2018, 39(4): 1256-1262.
[7] WU Meng-tao, LIU Fang-cheng, CHEN Ju-long, CHEN Lu. Influence of water content on dynamic shear modulus and damping ratio of rubber-sand mixture under large strains [J]. , 2018, 39(3): 803-814.
[8] CAO Ya-peng, WEN Tao, MI Hai-zhen, ZHOU Feng-xi, YANG Peng,. Salt expansion properties of sulfate saline soils under one time decrease of water content [J]. , 2018, 39(3): 881-888.
[9] CHEN Zi-quan, HE Chuan, WU Di, GAN Lin-wei, XU Guo-wen, YANG Wen-bo. Mechanical properties and energy damage evolution mechanism of deep-buried carbonaceous phyllite [J]. , 2018, 39(2): 445-456.
[10] LIU Han-bing, ZHANG Hu-zhu, WANG Jing,. Effect of freeze-thaw and water content on mechanical properties of compacted clayey soil [J]. , 2018, 39(1): 158-164.
[11] HU Ming-jian, JIANG Hang-hai, CUI Xiang, RUAN Yang, LIU Hai-feng, ZHANG Chen-yang,. Preliminary study of conductivity and correlation problems of calcareous sand [J]. , 2017, 38(S2): 158-162.
[12] LIU De-ren, ZHANG Wen-qing , HUANG Xin-zhi, LI Cheng-cheng,. Laboratory model test on water and heat variation process of unsaturated loess slope [J]. , 2017, 38(S2): 236-240.
[13] GAO Yan-bin, ZHANG Song-bo, GE Xiao-nan,. Comparisons of compression index of Chinese coastal soft clay and soils from foreign regions [J]. , 2017, 38(9): 2713-2720.
[14] DU Hai-min, MA Wei, ZHANG Shu-juan, ZHOU Zhi-wei. Effects of confining pressure and water content on failure strain energy density for frozen silty sands [J]. , 2017, 38(7): 1943-1950.
[15] TENG Jun-yang, TANG Jian-xin, ZHANG Yu-ning, DUAN Jin-cheng, WANG Jin-bo, . Damage process and characteristics of layered water-bearing shale under uniaxial compression [J]. , 2017, 38(6): 1629-1638.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[2] WEN Shi-qiang, CHEN Yu-min, DING Xuan-ming, ZUO Wei-long. Application of grouted gravel pile in soft subgrade improvement of expressway[J]. , 2010, 31(5): 1559 -1563 .
[3] ZHANG Chang-guang,ZHANG Qing-he,ZHAO Jun-hai. Unified solutions of shear strength and earth pressure for unsaturated soils[J]. , 2010, 31(6): 1871 -1876 .
[4] HAO Dong-xue, CHEN Rong, LUAN Mao-tian, WU Ke. Numerical analysis of SBPT for estimation of undrained shear strength[J]. , 2010, 31(7): 2324 -2328 .
[5] HU Xiu-hong,WU Fa-quan. Research on two-parameter negative exponential distribution of discontinuity spacings in rock mass[J]. , 2009, 30(8): 2353 -2358 .
[6] ZHANG Gui-min , LI Yin-ping , SHI Xi-lin , YANG Chun-he , WANG Li-juan. Research on a model material preparation method for alternate layered rock mass and preliminary experiment[J]. , 2011, 32(S2): 284 -289 .
[7] WANG Wei LI Xiao-chun LI Qiang SHI Lu WANG Ying BAI Bing. Small size in-situ transient pulse permeability measurement system and its experimental research[J]. , 2011, 32(10): 3185 -3189 .
[8] LI Shu-cai , ZHAO Yan , XU Bang-shu , LI Li-ping , LIU Qin , WANG Yu-kui . Study of determining permeability coefficient in water inrush numerical calculation of subsea tunnel[J]. , 2012, 33(5): 1497 -1504 .
[9] WANG Hong-xin , SUN Yu-yong . Test study and bar system FEM for foundation pits considering excavation width[J]. , 2012, 33(9): 2781 -2787 .
[10] LIU Fei-yu , YU Wei , CAI Yuan-qiang , ZHANG Meng-xi . Model test and numerical analysis of geogrid-reinforced pile-supported foundation[J]. , 2012, 33(S1): 244 -250 .