Study on Consolidation Calculation of Soft Ground Improved by DJM

HU Xuemei; LIU Jiacai

doi:10.3969/j.issn.1007-2993.2010.03.007

Volume 24 Issue 3

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HU Xuemei, LIU Jiacai. Study on Consolidation Calculation of Soft Ground Improved by DJM[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(3): 135-138. doi: 10.3969/j.issn.1007-2993.2010.03.007

Citation:

HU Xuemei, LIU Jiacai. Study on Consolidation Calculation of Soft Ground Improved by DJM[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(3): 135-138. doi: 10.3969/j.issn.1007-2993.2010.03.007

HU Xuemei, LIU Jiacai. Study on Consolidation Calculation of Soft Ground Improved by DJM[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(3): 135-138. doi: 10.3969/j.issn.1007-2993.2010.03.007

Citation:

HU Xuemei, LIU Jiacai. Study on Consolidation Calculation of Soft Ground Improved by DJM[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2010, 24(3): 135-138. doi: 10.3969/j.issn.1007-2993.2010.03.007

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Study on Consolidation Calculation of Soft Ground Improved by DJM

doi: 10.3969/j.issn.1007-2993.2010.03.007

HU Xuemei¹,
LIU Jiacai²

1. Nanjing Communications Institute of Technology, Nanijing 211188, Jiangsu, China;
2. Jiangsu Geological Investigations Institute, Nanijing 210012, Jiangsu, China

Received Date: 2010-02-23
Available Online: 2021-07-06

Abstract

Abstract

According to the practical foundation shapes, the consolidation models of the soil between piles and the substratum are built and solved respectively on the theory of Terzaghi-one dimension consolidation. Connected with the projects of highway, the research draws theoretical conclusions to compare with the in-site test results of DJM composite ground.
- DJM pile,
- composite ground,
- percentconsolidation