DocumentCode
3262473
Title
Study on effect of vacuum preloading method improving hydraulic filled soft clay
Author
Lizhi, Zhao ; Ping, Zhu ; Run, Liu
Author_Institution
Sch. of Civil Eng., Tianjin Univ., Tianjin, China
fYear
2011
fDate
22-24 April 2011
Firstpage
5514
Lastpage
5518
Abstract
Vacuum preloading is an effective method to improve the soft soil foundation. After vacuum preloading, the bearing capacity of the ground can reach to 80 kPa, which meets the design requirement for most of goods yards, warehouse, low-rise industrial and civil constructions. Vacuum preloading method is widely used to improve hydraulic filled soft clay in Tianjin Port. During vacuum preloading, the ground settlement along the depth, the lateral deformation of the area boundary and the pore water pressure in the soil are all necessary reference parameters to control construction procedure. Carrying out vane tests before and after vacuum preloading is another important measure to evaluate the improvement effect of vacuum preloading. Based on the practical experience of Tianjin Port, the monitoring measures and reference parameters which are generally used in the vacuum preloading are concluded. The soil foundation deformation and the effective stress increase during the vacuum preloading are simulated by numerical methodology.
Keywords
clay; deformation; foundations; geotechnical engineering; sea ports; soil; structural engineering; Tianjin port; design requirement; ground bearing capacity; ground settlement; hydraulic filled soft clay; lateral deformation; pore water pressure; soft soil foundation; vacuum preloading method; Blades; Civil engineering; Educational institutions; Finite element methods; Soil; Soil measurements; Strain; FEM; hydraulic reclamation; pore water pressure; vacuum preloading; vane strength;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5776501
Filename
5776501
Link To Document