[1] | GAO Rui, SHI Zhizheng, LIU Yangzepeng, CHEN Jing, ZHANG Ronglong. Experimental Study on Effect of Geogrid on Direct Shear Behavior of Contaminated Ballast[J]. Journal of Southwest Jiaotong University, 2021, 56(6): 1185-1191. doi: 10.3969/j.issn.0258-2724.20191142 |
[2] | XU Peng, JIANG Guanlu, WANG Ning, HAN Yijun, WANG Zhimeng, LIU Yong. Comparative Analysis of Influence of Foundation on Reinforced Soil Retaining Walls[J]. Journal of Southwest Jiaotong University, 2020, 55(4): 752-757. doi: 10.3969/j.issn.0258-2724.20180765 |
[3] | SHAO Guoxia, SU Qian, YING Zihong, LI Ting, XIE Kang, CAO Zhengguo. Field Comparative Experiments of Pipe Pile Composite Foundation with Different Cushion Layers[J]. Journal of Southwest Jiaotong University, 2018, 53(2): 279-285. doi: 10.3969/j.issn.0258-2724.2018.02.009 |
[4] | SHAO Guoxia, SU Qian, CHEN Shangyong, BAI Hao, WANG Wubin. Experimental Research on Deformation Characteristics of Piled Raft Foundation under Flexible Load[J]. Journal of Southwest Jiaotong University, 2017, 30(1): 30-37. doi: 10.3969/j.issn.0258-2724.2017.01.005 |
[5] | ZHENG Junjie, ZHOU Yanjun, CAO Wenzhao, LAI Hanjiang, YANG Youbin. Experimental Study of Interface Behavior of Geogrids with Different Aperture Shapes[J]. Journal of Southwest Jiaotong University, 2017, 30(3): 482-488. doi: 10.3969/j.issn.0258-2724.2017.03.007 |
[6] | HUANG Junjie, SU Qian, ZHAO Wenhui, WANG Wubin. Model Experimental Study on Dynamic Performance of Special Soil Subgrade Reinforced with Composite Geomembrane Seal Layer[J]. Journal of Southwest Jiaotong University, 2017, 30(5): 919-925. doi: 10.3969/j.issn.0258-2724.2017.05.011 |
[7] | XIAO Chengzhi, WANG Jiayong, YANG Yaxin, ZHOU Xia. Deformation and Mechanical Performance of Buried HDPE Pipes Reinforced by Geogrids[J]. Journal of Southwest Jiaotong University, 2017, 30(1): 38-44,68. doi: 10.3969/j.issn.0258-2724.2017.01.006 |
[8] | WEN Hua, ZOU Jiaoli, CHENG Qiangong, ZHANG Min, GU Chengzhuang. Model Test on Geotextile Retaining Wall Using Construction Waste[J]. Journal of Southwest Jiaotong University, 2016, 29(6): 1087-1097. doi: 10.3969/j.issn.0258-2724.2016.06.007 |
[9] | CAO Wenzhao, ZHENG Junjie, ZHOU Yanjun, WU Wenbiao, JIANG Jinguo. Experimental Investigation of Deformation and Geogrid-Soil Interface Behavior of Triaxial Geogrid[J]. Journal of Southwest Jiaotong University, 2016, 29(5): 840-846. doi: 10.3969/j.issn.0258-2724.2016.05.004 |
[10] | WU Lijun, JIANG Guanlu, LI Anhong. Revision of Additional Stress in Soils Based on Centrifuge Model Tests[J]. Journal of Southwest Jiaotong University, 2015, 28(4): 662-668. doi: 10.3969/j.issn.0258-2724.2015.04.014 |
[11] | ZHAO Pingrui, YAN Jianhua, WANG Kejiang, WANG Dong, LI Wei, WANG Jiawei. Model Experiment Study of Continuous Track Slab Tension Cracks[J]. Journal of Southwest Jiaotong University, 2014, 27(5): 793-798. doi: 10.3969/j.issn.0258-2724.2014.05.008 |
[12] | FENG Yan, JIANG Guanlu, CHEN Weizhi, LI Anhong. Accuracy of Settlement Prediction of Composite Foundation by Centrifuge Model Tests[J]. Journal of Southwest Jiaotong University, 2014, 27(1): 105-110. doi: 10.3969/j.issn.0258-2724.2014.01.017 |
[13] | LIUHong, ZHANG Zhuo-yuan, HANWen-xi. Centrifugal Model Tests for Settlement of High Embankment[J]. Journal of Southwest Jiaotong University, 2003, 16(3): 323-326. |
[14] | CHENWei-qing, ZHANG Qiang. A Model Test on the Anchorage Zones of
the Second Nanjing Changjiang River Bridge[J]. Journal of Southwest Jiaotong University, 2001, 14(2): 185-189. |
[15] | LUoShu一xue, TANGWAN-chun. StatistieAnalysisoftheUltimateBearingCaPacity
ofFoundationGroundonGravelly50115[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 346-349. |
[16] | CAOXin一wen, CAIying, SUjian. ModelTestS加dyofDynamiePerformancesof
theSubgradeRelnforcedwithGeocellandGeonet[J]. Journal of Southwest Jiaotong University, 2001, 14(4): 350-354. |
[17] | CAOXin-wen, LUO Qiang, XUEShuang-gang. Model Test of the Effects of Geocells and Geonets
on Subgrade Strengthening under Static Loads[J]. Journal of Southwest Jiaotong University, 2001, 14(3): 322-326. |