›› 2009, Vol. 30 ›› Issue (12): 3803-3807.

• Geotechnical Engineering • Previous Articles     Next Articles

Correlation of microstructure indices and performance of sand solidified with polymer material SH

HE Fa-guo1, 2, CHEN Wen-wu1, 2, HAN Wen-feng2, 3, ZHANG Jing-ke1, 2   

  1. 1. Key Laboratory of Mechanics on Western Disaster and Environment, Lanzhou 730000, China; 2. School of Mechanics and Civil Engineering, Lanzhou University, Lanzhou 730000, China; 3. Tianjin Institute of Urban Construction, Tianjin 300384, China
  • Received:2009-03-25 Online:2009-12-10 Published:2010-01-18

Abstract:

Organic polymer material SH, as an economical and environmentally solidified material, possesses useful properties in control of desert. Sand with different densities is solidified by SH material of different consistencies with different means of reinforcement. After being solidified, microstructure of the sand will be changed; and accordingly the mechanical property will change also. Graphics manipulation has been used to count and analyze the stereoscan photographs of solidified sand. Multivariate stepwise regression method has been used to calculate the correlation of microstructure indices and the mechanical property, and analyze and evaluate them. The result shows that there exists good correlation between the mechanical property and microstructure indices of sand after solidified by SH material. Anisotropy, equivalent diameter, aspect ratio, fill ratio and ratio are the five significant indices effecting on the mechanical property of sand with SH. It is shown that SH is an ideal polymeric soil consolidator in terms of microstructure.

Key words: polymer material, reinforcement property, microstructure indices, correlation, multivariate stepwise regression method

CLC Number: 

  • TU 411
[1] LIU Zu-qiang, LUO Hong-ming, ZHENG Min, SHI Yun-jiang, . Study on expansion-shrinkage characteristics and deformation model for expansive soils in canal slope of South-to-North Water Diversion Project [J]. Rock and Soil Mechanics, 2019, 40(S1): 409-414.
[2] SONG Yi-min, DENG Lin-lin, LÜ Xiang-feng, XU Hai-liang, ZHAO Ze-xin, . Study of acoustic emission characteristics and deformation evolution during rock frictional sliding [J]. Rock and Soil Mechanics, 2019, 40(8): 2899-2906.
[3] LIANG Ke, CHEN Guo-xing, HE Yang, LIU Jing-ru, . An new method for calculation of dynamic modulus and damping ratio based on theory of correlation function [J]. Rock and Soil Mechanics, 2019, 40(4): 1368-1376.
[4] ZHONG Guo-qiang, WANG Hao, LI Li, WANG Cheng-tang, XIE Bi-ting, . Prediction of maximum settlement of foundation pit based on SFLA-GRNN model [J]. Rock and Soil Mechanics, 2019, 40(2): 792-798.
[5] FEI Suo-zhu, TAN Xiao-hui, SUN Zhi-hao, DU Lin-feng. Analysis of autocorrelation distance of soil based on microstructure simulation [J]. Rock and Soil Mechanics, 2019, 40(12): 4751-4758.
[6] WU Tian-hua, ZHOU Yu, WANG Li, SUN Jin-hai, ZHAO Huan, SUN Zheng, . Mesoscopic study of interaction mechanism between circular hole and fissures in rock under uniaxial compression [J]. Rock and Soil Mechanics, 2018, 39(S2): 463-472.
[7] LI Zheng-wei, ZHANG Yan-jun, ZHANG Chi, XU Tian-fu,. Experiment on convection heat transfer characteristics in a single granite fracture [J]. , 2018, 39(9): 3261-3269.
[8] ABI ERDI, ZHENG Ying-ren, FENG Xia-ting, CONG Yu. Relationship between particle micro and macro mechanical parameters of parallel-bond model [J]. , 2018, 39(4): 1289-1301.
[9] HUANG Xiao-hong, SUN Guo-qing, ZHANG Kai-yue,. Localisation of Geiger acoustic emission source based on all-phase analysis and several times cross-correlation [J]. , 2018, 39(4): 1362-1368.
[10] SONG Yi-min, XING Tong-zhen, LÜ Xiang-feng, ZHAO Ze-xin, DENG Lin-lin, . Fracture characteristics of granite with mode-I pre-crack at different loading rates [J]. Rock and Soil Mechanics, 2018, 39(12): 4369-4375.
[11] LI Lu-lu, GAO Yong-tao, ZHOU Yu, JIN Ai-bing. Meso-scale modelling mechanical properties of rock-like material containing trident cracks under uniaxial compression [J]. , 2018, 39(10): 3668-3676.
[12] YUAN Yan-ling, GUO Qin-qin, ZHOU Zheng-jun, WU Zhen-yu, CHEN Jian-kang, YAO Fu-hai,. Back analysis of material parameters of high core rockfill dam considering parameters correlation [J]. , 2017, 38(S1): 463-470.
[13] WANG Zhi-jie, FELIX JACOBS, MARTIN ZIEGLER,. Influence of geogrid transverse members on strength and deformation behavior of reinforced granular soil [J]. , 2017, 38(8): 2234-2240.
[14] YANG Yi-rong, XIE Hong-qiang, XIAO Ming-li, LIU Jian-feng, HE Jiang-da, . Dilatancy and energy characteristics analysis of transverse-isotropic rock mass under triaxial unloading condition [J]. , 2017, 38(6): 1589-1599.
[15] ZHENG Dong, LI Dian-qing, CAO Zi-jun, PHOON Kok-kwang, . Effect of spatial variability on correlation between slope failure modes and system reliability of slope stability [J]. , 2017, 38(2): 517-524.
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] ZHANG Yi-hu, ZHOU Huo-ming, WU Ai-qing. Post processing of discontinuity network modeling result[J]. , 2009, 30(9): 2855 -2861 .
[3] YANG Guang, SUN Xun, YU Yu-zhen, ZHANG Bing-yin. Experimental study of mechanical behavior of a coarse-grained material under various stress paths[J]. , 2010, 31(4): 1118 -1122 .
[4] YANG Tian-hong, CHEN Shi-kuo, ZHU Wan-cheng, LIU Hong-lei. Coupled model of gas-solid in coal seams based on dynamic process of pressure relief and gas drainage[J]. , 2010, 31(7): 2247 -2252 .
[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] LI Wei-chao, XIONG Ju-hua, YANG Min. Improved method for calculating anti-overturning safety factor of cement-soil retaining wall in layered soil[J]. , 2011, 32(8): 2435 -2440 .
[7] 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 .
[8] 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 .
[9] Lü Ya-ru , DING Xuan-ming , SUN Jia , KONG Gang-qiang . Analysis of ultimate bearing capacity of X-section cast-in-place concrete pile composite foundation under rigid load[J]. , 2012, 33(9): 2691 -2696 .
[10] WANG Hong-xin , SUN Yu-yong . Test study and bar system FEM for foundation pits considering excavation width[J]. , 2012, 33(9): 2781 -2787 .