Turn off MathJax

Article Contents

References

Chinese Journal of Geotechnical Engineering > 1999 > 21(4): 512-513.

FullText(HTML)

[1]	DANG Fa-ning, ZHOU Mei, LI Yu-tao, DING Jiu-long, GAO Jun. Critical hydraulic gradient of soil flow failure in cohesive soil foundation[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 1-6. DOI: 10.11779/CJGE2021S1001
[2]	WANG Qian, WANG Lan-min, WANG Jun, GAO Zhong-nan. Indices of anti-liquefaction treatment of saturated compacted loess foundation based on theory of density control[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 844-847.
[3]	WEI Yong-liang, QU Yao-hui, CHEN Kang. Application of impact rolling in treatment of soft ground soils of a new railway[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 117-121.
[6]	LIU Jie, CUI Yihao, XIE Dingsong. Failure mechanism of seepage in uniform sand foundation of river levee[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 642-645.
[7]	LI Fumin. Experimental study on improving the drained and consolidated ground with DCM[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 499-502.
[8]	Zheng Yingren, Lu Xin, Li Xuezhi, Feng Yixing. Research on theory and technology of improving soft clay with DCM[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(1): 21-25.

Get Citation

PDF

XML

Article views (1094) PDF downloads (238)

Export File