Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (8): 2712-2721.doi: 10.16285/j.rsm.2019.1455

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Calculation of swelling deformation of Gaomiaozi bentonite based on fractal dimension measured by synchrotron radiation SAXS and liquid nitrogen adsorption

PENG Lei, CHEN Bing   

  1. School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China)
  • Received:2019-08-23 Revised:2019-12-04 Online:2020-08-14 Published:2020-10-18
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51972209).

Abstract: The fractal dimension is determined based on the slope of the double logarithmic curve using synchrotron radiation small angle X-ray scattering (SAXS) and liquid nitrogen adsorption for sodium-based bentonite in Gaomiaozi, Inner Mongolia, as a backfill material for nuclear waste buffering. Based on the FHH (Frenkel-Halsey-Hill) model, the fractal dimension of liquid nitrogen adsorption was calculated. The calculation of bentonite expansion deformation and the required parameters are summarized. Based on the electric double layer model and fractal model of bentonite expansion deformation, the K value of the expansion force parameter of bentonite was calculated by SAXS fractal dimension and liquid nitrogen adsorption fractal dimension. The difference of the calculated expansion force of the fractal dimension measured by the two methods was compared. The results show that the fractal dimensions measured by SAXS and liquid nitrogen adsorption are close, which are 2.600 and 2.636 respectively, and the difference between the two is small. There is a good linear relationship between scattering intensity and scattering vector in the double logarithmic relationship. In the correlation between void ratio and expansion force, the predicted values obtained by the two methods are smaller than the experimental measured values. Under the same bentonite density, the fractal dimension is calculated by SAXS. The predicted value of the expansion strain is greater than the value predicted by the fractal dimension from the liquid nitrogen adsorption test.

Key words: synchrotron radiation, small angle X-ray scattering, Gaomiaozi bentonite, liquid nitrogen adsorption, expansion force

CLC Number: 

  • TU 433
[1] LIU Yu, ZHANG Wei, LIANG Xiao-long, XU Lin, TANG Xin-yu. Determination on representative element volume of Nanjing silty-fine sand for its spatial pore structure [J]. Rock and Soil Mechanics, 2019, 40(7): 2723-2729.
[2] SUN De-an, ZHANG Qian-yue, ZHANG Long, ZHU Zan-cheng,. Experimental study on ageing effect on shear strength of Gaomiaozi bentonite [J]. , 2018, 39(4): 1191-1196.
[3] SUN De-an, ZHANG Long. Swelling characteristics of Gaomiaozi bentonite saturated by salt solution and their prediction [J]. , 2013, 34(10): 2790-2795.
[4] LI Yun-peng, WANG Zhi-yin. Study of parameters and strength of thermal effects for granite under low temperature [J]. , 2012, 33(2): 321-326.
[5] MENG De-lin , SUN De-an , LIU Yue-miao. Soil-water characteristic curves of Gaomiaozi bentonite-sand mixtures [J]. , 2012, 33(2): 509-514.
[6] SUN De-an,MENG De-lin,SUN Wen-jing,LIU Yue-miao. Soil-water characteristic curves of two bentonites [J]. , 2011, 32(4): 973-0978.
[7] NIU Wen-jie, YE Wei-min, CHEN Bao. Experimentally derived model for suction-induced permeability, swell and microstructure behaviour of unsaturated compacted bentonite [J]. , 2009, 30(S2): 88-92.
[8] YE Wei-min, HUANG Wei, CHEN Bao, YU Chen1, WANG Ju. Diffuse double layer theory and volume change behavior of densely compacted Gaomiaozi bentonite [J]. , 2009, 30(7): 1899-1903.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[3] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[4] ZHANG Ming-yi, LIU Jun-wei, YU Xiu-xia. Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay[J]. , 2009, 30(10): 3005 -3008 .
[5] WU Liang, ZHONG Dong-wang, LU Wen-bo. Study of concrete damage under blast loading of air-decking[J]. , 2009, 30(10): 3109 -3114 .
[6] ZHOU Xiao-jie, JIE Yu-xin, LI Guang-xin. Numerical simulation of piping based on coupling seepage and pipe flow[J]. , 2009, 30(10): 3154 -3158 .
[7] WU Chang-yu, ZHANG Wei, LI Si-shen, ZHU Guo-sheng. Research on mechanical clogging mechanism of releaf well and its control method[J]. , 2009, 30(10): 3181 -3187 .
[8] CUI Hao-dong, ZHU Yue-ming. Back analysis of seepage field of Ertan high arch dam foundation[J]. , 2009, 30(10): 3194 -3199 .
[9] JIA Yu-feng,CHI Shi-chun,LIN Gao. Constitutive model for coarse granular aggregates incorporating particle breakage[J]. , 2009, 30(11): 3261 -3266 .
[10] NI Xiao-hui,ZHU Zhen-de,ZHAO Jie,LI Dao-wei,FENG Xia-ting. Meso-damage mechanical digitalization test of complete process of rock failure[J]. , 2009, 30(11): 3283 -3290 .