›› 2004, Vol. 25 ›› Issue (7): 1175-1178.

• Fundamental Theroy and Experimental Research • Previous Articles    

Study on consolidation effect of embankment fill of soft soil

QIAN Yu-lin1, ZHANG Ya-zhong2, ZHOU Xue-qing2, YIN Zong-ze3   

  1. 1. Architectural Science and Civil Engineering College, Yangzhou University, Yangzhou 225009, China; 2. Water Conservancy Survey Design and Research Institute of Jiangsu Province, Yangzhou 225009, China; 3. Research Institute of Geotechnical Engineering, Hohai University, Nangjing 210098, China
  • Received:2003-04-28 Online:2004-07-09 Published:2014-07-18

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Abstract: According to the consolidation effect of soft soil, the strength increasing regularity of subsoil with consolidation effect is analyzed. The loading scheme of embankment fill is put forward considering consolidation effect. At the same time, based on the site information of Huaihe River waterway to sea, the degree of consolidation and the strength increasing regularity of embankment subsoil are analyzed; and then the way of stage filling is put forward.

Key words: consolidation effect, soft subsoil, levee project, stage filling

CLC Number: 

  • TU 447
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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