Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Dynamic compaction treatment method of deep foundation displacement
The invention relates to a construction method of a building foundation treatment technology, in particular to a dynamic compaction treatment method of deep foundation displacement. The method comprises two construction schemes, the first construction scheme adopts a method that sand-gravel pile construction is conducted first, and then dynamic compaction is conducted, pores are formed through a vibration pipe sinking method, piles are formed by stuffing, and local compaction is conducted on soil between the piles; the second construction scheme adopts a method that the dynamic compaction is conducted first, and then the sand-gravel pile construction is conducted, full compaction is conducted on a field, the pores are formed through the vibration pipe sinking method, and the piles are formed by the stuffing. According to the dynamic compaction treatment method of the deep foundation displacement, the advantages of the vibration pipe sinking sand-gravel pile method and the dynamic compaction method on treating soft foundations are combined, and the part displacement of the soft foundations and the dual compaction effects of the dynamic compaction and the vibration are achieved. The dynamic compaction treatment method of the deep foundation displacement has the advantages of being good in treatment effect, low in treatment cost, economical, reasonable and capable of saving resources.
Dynamic compaction treatment method of deep foundation displacement
The invention relates to a construction method of a building foundation treatment technology, in particular to a dynamic compaction treatment method of deep foundation displacement. The method comprises two construction schemes, the first construction scheme adopts a method that sand-gravel pile construction is conducted first, and then dynamic compaction is conducted, pores are formed through a vibration pipe sinking method, piles are formed by stuffing, and local compaction is conducted on soil between the piles; the second construction scheme adopts a method that the dynamic compaction is conducted first, and then the sand-gravel pile construction is conducted, full compaction is conducted on a field, the pores are formed through the vibration pipe sinking method, and the piles are formed by the stuffing. According to the dynamic compaction treatment method of the deep foundation displacement, the advantages of the vibration pipe sinking sand-gravel pile method and the dynamic compaction method on treating soft foundations are combined, and the part displacement of the soft foundations and the dual compaction effects of the dynamic compaction and the vibration are achieved. The dynamic compaction treatment method of the deep foundation displacement has the advantages of being good in treatment effect, low in treatment cost, economical, reasonable and capable of saving resources.
Dynamic compaction treatment method of deep foundation displacement
FU XIANZHANG (Autor:in) / LI QILUN (Autor:in) / YANG DIANBIN (Autor:in)
02.12.2015
Patent
Elektronische Ressource
Englisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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