Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns
Point Foundation (PF) method is an advanced technology introduced by EXT Co. Ltd company from Korea, which has more advantages than CDM method. The shape of PF columns makes a big difference in settlement compared to conventional CDM. This study presents a comparative study on stiffness enhancement...
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oai:112.137.131.14:VNU_123-932992020-10-06T08:25:18Z Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns Hoàng, Duy Phương Nguyen, Tien Dung ĐHQGHN - Trường Đại học Việt Nhật Kỹ thuật hạ tầng Kết cấu hạ tầng 621 Point Foundation (PF) method is an advanced technology introduced by EXT Co. Ltd company from Korea, which has more advantages than CDM method. The shape of PF columns makes a big difference in settlement compared to conventional CDM. This study presents a comparative study on stiffness enhancement of grounds improved by Point Foundation method and by the conventional CDM method using analytical and numerical analyses. In addition, the analysis results are compared with experimental program Infrastructure Engineering 2020-09-03T02:17:42Z 2020-09-03T02:17:42Z 2020 Thesis Hoàng, D. P. (2020). Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns. Master’s thesis, Vietnam National University, Hanoi 8900201.04QTD http://repository.vnu.edu.vn/handle/VNU_123/93299 HO-P en 87 p. application/pdf |
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Kỹ thuật hạ tầng Kết cấu hạ tầng 621 |
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Kỹ thuật hạ tầng Kết cấu hạ tầng 621 Hoàng, Duy Phương Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns |
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Point Foundation (PF) method is an advanced technology introduced by EXT Co. Ltd company from Korea, which has more advantages than CDM method. The shape of PF columns makes a big difference in settlement compared to conventional CDM. This study presents a comparative study on stiffness enhancement of grounds improved by Point Foundation method and by the conventional CDM method using analytical and numerical analyses. In addition, the analysis results are compared with experimental program |
author2 |
Nguyen, Tien Dung |
author_facet |
Nguyen, Tien Dung Hoàng, Duy Phương |
format |
Theses and Dissertations |
author |
Hoàng, Duy Phương |
author_sort |
Hoàng, Duy Phương |
title |
Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns |
title_short |
Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns |
title_full |
Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns |
title_fullStr |
Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns |
title_full_unstemmed |
Analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged CDM columns |
title_sort |
analytical and numerical analyses on stiffness enhancement of ground improved by head-enlarged cdm columns |
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2020 |
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http://repository.vnu.edu.vn/handle/VNU_123/93299 |
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1680967648168378368 |