›› 2004, Vol. 25 ›› Issue (5): 824-826.
• Fundamental Theroy and Experimental Research • Previous Articles Next Articles
QIAN Yu-lin
CLC Number:
[1] | WU Meng-xi, GAO Gui-yun, YANG Jia-xiu, ZHAN Zheng-gang, . A method of predicting critical gradient for piping of sand and gravel soils [J]. Rock and Soil Mechanics, 2019, 40(3): 861-870. |
[2] | HONG Bao-ning, HUA Jun-hui, LIU Xin, YI Jin-xiang, . Research on quality control method with two indices for embankment filled with high liquid limit soil [J]. , 2016, 37(S1): 255-262. |
[3] | ZHAN Wen-tao, ZHAO Wen-jian, NI Xiao, YANG He-ping. Test verification of Baise expansive soils used as embankment fillings [J]. , 2009, 30(S2): 239-243. |
[4] | MAO Chang-xi, DUAN Xiang-bao, WU Liang-ji. Study of critical gradient of piping for various grain sizes in sandy gravels [J]. , 2009, 30(12): 3705-3709. |
[5] | ZENG Jing , DENG Zhi-bin , LAN Xia , SHENG Qian . Experimental study on properties of high liquid limit soil and red clay of Zhucheng Highway [J]. , 2006, 27(1): 89-92. |
[6] | MAO Chang-xi. Study on piping and filters : part I of piging [J]. , 2005, 26(2): 209-215. |
[7] | LI Shi-liang, ZHOU Quan-neng. Experimental research on dynamic properties of fly ash for embankment filling [J]. , 2005, 26(2): 311-314. |