Citation: | CONTENTS[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 1948-1948. |
[1] | LÜ Xi-lin, PANG Bo, ZHU Chang-gen, ZHANG Jia-feng, XU Ke-feng, MA Quan. Physical model tests on load-sharing characteristics of piles and soils in pile- supported embankment[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 50-53. DOI: 10.11779/CJGE2022S2011 |
[2] | YANG Guang-qing, WANG Xin, WANG Xi Zhao, JIN Jin Zhao, ZHANG Chao. Field tests on mechanical behavior of pile-supported embankment in soft soil area[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(11): 2089-2096. DOI: 10.11779/CJGE202211015 |
[3] | WANG Yi-nan, CHEN Mei-jun. Forms of soil arch in GRPS embankment by catenary method[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 276-279. DOI: 10.11779/CJGE2021S2064 |
[4] | JIANG Yan-bin, HE Bin, QIAN Ya-jun, WANG Zhang-chun, HE Ning. Deformation of centrifugal modelling process of piled embankments[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 185-189. DOI: 10.11779/CJGE2020S2033 |
[5] | XU Chao, ZHANG Xing-ya, HAN Jie, YANG Yang. Trapdoor model tests on impact of loading conditions on soil arching effect[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 726-732. DOI: 10.11779/CJGE201904016 |
[6] | FU Hai-ping, ZHENG Jun-jie, LAI Han-jiang. Discrete element analysis of the development and evolution of “soil arching” within a piled embankment[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(11): 2050-2057. DOI: 10.11779/CJGE201711013 |
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