• 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
WANG Xie-qun, ZOU Wei-lie, LUO Yi-dao, WANG Jian-feng, DENG Wei-dong. SWCCs and influence of temperature on matrix suction under different compaction degrees[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 368.
Citation: WANG Xie-qun, ZOU Wei-lie, LUO Yi-dao, WANG Jian-feng, DENG Wei-dong. SWCCs and influence of temperature on matrix suction under different compaction degrees[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 368.

SWCCs and influence of temperature on matrix suction under different compaction degrees

More Information
  • Published Date: March 14, 2011
  • The variation of matrix suction of Gansu loess with temperature is obtained under different compaction degrees and water contents by means of tensiometer, and the soil-water characteristics curves (SWCCs) of Chongqing clay under different compaction degrees are obtained by means of pressure plate apparatus. The test results show that ① under the same compaction degree and water content, the matrix suction linearly decreases approximately with the increase of temperature; ②under the same compaction degree and temperature, the matrix suction decreases with the increase of water content; ③ under the same temperature and water content, the compaction degree primarily affects the middle section of SWCCs , and the influence is greater while the compaction degree is higher, but the influence of the compaction degree on the matrix suction is low at the sections of SWCCs with high matrix suction and water content; ④ a linear formula fitting the linear section of SWCCs of Chongqing clay is provided, which includes compaction degree of soil, and it is similar to that for Gansu loess obtained by Professor Chen.
  • Related Articles

    [1]AN Yijing, HAN Pengju, QIN Jiandong, BAI Xiangling, HE Bin, WANG Xiaoyuan. Seismic response analysis of leaning Wenfeng Pagoda considering soil-structure interaction[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 201-207. DOI: 10.11779/CJGE2023S20028
    [2]ZHUANG Hai-yang, ZHAO Chang, YU Xu, CHEN Guo-xing. Earthquake responses of piles-soil dynamic interaction system for base-isolated structure system based on shaking table tests[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(6): 979-987. DOI: 10.11779/CJGE202206001
    [3]WANG Guo-bo, YUAN Ming-zhi, MIAO Yu. Review of seismic response of structure-soil-structure interaction system[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(5): 837-847. DOI: 10.11779/CJGE201805008
    [4]QI Yu-liang, HISANORI Otsuka. Shaking table tests on pile groups considering pile-soil-structure interaction[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 1024-1027.
    [5]Analytical solution to interaction between pipelines and soils under arbitrary loads[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(8).
    [6]LI Hong-nan, XU Jing. Simplified aseismic calculation model for transmission tower-line system considering pile-soil dynam[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(11): 1763-1767 .
    [7]YU Yuzhen, DENG Lijun. Centrifuge modeling of seismic behavior of slopes reinforced by stabilizing pile[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1320-1323.
    [8]LU Huaxi, LIANG Pingying, SHANG Shouping. Computational analysis of dynamic layered soil-pile-structure interaction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 705-711.
    [9]HUANG Yu, YASHIMA Atsushi, ZHANG Feng. Finite element analysis of pile-soil-structure dynamic interaction in liquefiable site[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 646-651.
    [10]LIAO Xionghua, ZHOU Jian, ZHANG Kexu, LI Xikui. Application of generalized freedom method to the analysis of soil-st ructure interaction problems[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(6): 672-676.

Catalog

    Article views (1474) PDF downloads (772) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return