• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
Microscopic analysis on artificially prepared structured collapsible loess[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 486-491.
Citation: Microscopic analysis on artificially prepared structured collapsible loess[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(4): 486-491.

Microscopic analysis on artificially prepared structured collapsible loess

More Information
  • Published Date: July 22, 1999
  • In this paper, scanning electron microscope is used to observe the microstructure of the artificially prepared structured collapsible loess samples under different generalized stress state. A quantitative analysis technique, named SQM is used to analyze distribution of pores and their orientation of two pairs of sample before or after inundation respectively. It is shown that the high vertical stress can only compress macropores to make them smaller. If the sample is inundated under high vertical stress, all pores will become smaller. As for the sample inundated under low vertical stress, microcracks emerge near some macropores while other pores become smaller. However, the difference in orientation of particles of two samples under different generalized stress state is not so apparent as that in pore distribution except for the sample inundated under low vertical stress.
  • Related Articles

    [1]ZHANG Kunbiao, WANG Yimin, CHEN Yekai, QIU Shen, YI Hao, ZENG Zhaoyu. Mechanism of reinforcement of squeezed branch piles for deep soft foundation based on load bearing capacities[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 97-102. DOI: 10.11779/CJGE2024S20009
    [2]WEI Xing, CHENG Shitao, XIE Xiangyan, CHEN Rui. SPH-FEM simulation of landslide induced by earthquake considering velocity weakening effect of frictional strength[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(8): 1753-1761. DOI: 10.11779/CJGE20230463
    [3]LIANG Jian-wen, ZHU Jun. FEM-IBEM coupling method for nonlinear seismic response analysis of underground structures in water-saturated soft soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(11): 1977-1987. DOI: 10.11779/CJGE201811003
    [4]QIU Chang-lin, WANG Jing, YAN Shu-wang. Coupled DEM-FEM analysis of submarine pipelines with rock armor berm under impact load[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(11): 2088-2093. DOI: 10.11779/CJGE201511021
    [5]LIU Zhong-xian, WANG Dong. Effect of different wave velocity models on seismic response of alluvial valley based on FEM-IBIEM[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(7): 1289-1301. DOI: 10.11779/CJGE201407013
    [6]CHEN Fei, WU Kai-xing, HE Shu. Field tests on load transfer performances of squeezed branch piles[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 990-993.
    [7]ZHANG Zhi-guo, HUANG Mao-song, WANG Wei-dong. DCBEM-FEM coupling method for response analysis of adjacent pipelines due to tunneling[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1554-1561.
    [8]ZHENG Gang, DIAO Yu, NG C W W. Finite element analysis on mechanism of effect of extra-deep excavation on vertical load transfer and settlement of a single pile[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(6): 837-845.

Catalog

    Article views (1329) PDF downloads (405) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return