DocumentCode
3025443
Title
Discussions on Design of Nail-Shaped Cement Soil Bidirectional Mixing Pile of a Pumping Station
Author
Hu Yuling ; Qiao Xinwei
Author_Institution
Dept. of Hydraulic Eng., Anhui Water Conservancy Tech. Coll., Hefei, China
fYear
2013
fDate
29-30 June 2013
Firstpage
497
Lastpage
501
Abstract
Nail-shaped bidirectional soil-cement mixing pile, as a new foundation reinforcement technology, has been successfully applied in Jiangsu, Zhejiang and other places. The application of nail-shaped cement soil bidirectional mixing pile in the construction of the Huangshansi Drainage Pumping Station is the first attempt of this process in the water conservancy projects in our province. Through analysis of geological exploration data, it is determined that the process of nail-shaped bidirectional soil-cement mixing pile is used to reinforce the foundations of intake gate, retaining walls at both sides of fore bay, sink tank, water culvert, flare wall, etc of this pumping station. The composite foundation bearing capacity calculations, settlement calculations and filed mixing core sampling intensity tests and analysis have shown that this design is rational. As this process is technically advanced and economically rational, the authors advise to promote the use of this process in other similar projects.
Keywords
cements (building materials); foundations; mixing; pumping plants; soil; bidirectional mixing pile; composite foundation bearing capacity; foundation reinforcement technology; geological exploration data; mixing core sampling intensity test; nail-shaped cement-soil mixing pile; pumping station; settlement calculation; water conservancy project; Automation; Manufacturing; Composite Foundation Bearing Capacity; Field Strength; Nail-shaped Bidirectional Soil-cement Mixing Pile; Settlement; Single Mixing Bearing Capacity;
fLanguage
English
Publisher
ieee
Conference_Titel
Digital Manufacturing and Automation (ICDMA), 2013 Fourth International Conference on
Conference_Location
Qingdao
Type
conf
DOI
10.1109/ICDMA.2013.117
Filename
6598038
Link To Document