Study on Construction Technology of Steel Sheet Steel Pipe Pile Combined Cofferdam in Super Thick Silt Layer

2021 ◽  
Keyword(s):  
Steel Sheet ◽  
Sheet Steel ◽  
Steel Pipe ◽  
Construction Technology ◽  
Pipe Pile ◽  
Steel Pipe Pile ◽  
Silt Layer

scholarly journals DESIGN OF PERKUWEN BRIDGE PART WAY LONG IKIS-LAMBAKAN PASER TANA PASER REGENCY PROVINCE EAST KALIMANTAN

CERUCUK ◽  
2019 ◽  
Vol 2 (1) ◽  
Author(s):  
Humaira Afrila ◽  
Markawie Markawie
Keyword(s):  
Design Method ◽  
Plate Thickness ◽  
Steel Structures ◽  
Structure Design ◽  
Steel Pipe ◽  
Pipe Pile ◽  
East Kalimantan ◽  
Composite Bridges ◽  
Composite Bridge ◽  
Steel Pipe Pile

Long Kali is a sub-district of Paser Tana Paser Regency Prov. East Kalimantan. In this sub-district have two village separate by a river, that is Perkuwen river, there is bridge has a broke. Whereas the village very needed a bridge because it is used as a transportation infrastructure for peoples and also passed by vehicles transporting oil palm yields . Therefore, the design of composite bridges made with spans 25 m and 7 m wide bridge.In this plan the analysis of Standard methods of loading refers to the bridge imposition For RSNI T-02-2005 about composite bridge structure design method, refers to RSNI T-03-2005 about Steel Structural Design For Bridge, SNI 03-1729-2002 about Steel Structures Planning Procedures and SNI 03-2847-2002 about Concrete Structures Calculation for Building.The result is used the main girder profile SH 950 x 400 x 16 x 32 and diaphragm WF 400 x 200 x 8 x 13. Vehicle floor plate thickness 20 cm using quality concrete  30 MPa and quality reinforcing steel reinforcement  360 MPa with subject dividers reinforcement D22- 100 and D12-100 mm. In using concrete pavement  30 MPa D22-100 mm staple reinforcement and shear reinforcement rebars quality D12-100 mm  360 MPa. Concrete abutment in the form  25 MPa at 2 m height and length of 8,5 m. Steel pipe pile foundations quality  25 MPa are 16 pieces with a length of 10 meters and a diameter of 0.4 m.Keyword: Bridge, composite, steel pipe pile.

scholarly journals Research on Uplift Bearing Performance of Assembled Steel Pipe Pile used in Transmission Lines in Mountainous Terrain

2019 ◽  
Vol 275 ◽  
pp. 03008
Author(s):  
Kun Zhou ◽  
Linhua Chen ◽  
Xiangyu Gu ◽  
Qi Zhang
Keyword(s):  
Bearing Capacity ◽  
Transmission Lines ◽  
Frictional Resistance ◽  
Steel Pipe ◽  
Mountainous Terrain ◽  
Pipe Pile ◽  
Fbg Sensors ◽  
Strength And Stiffness ◽  
Steel Pipe Pile ◽  
Lateral Friction

Assembled steel pipe pile, which is a novel pile foundation, is developed in the paper. The ultimate uplift bearing capacity of the pile is proposed, and simulation by Plaxis3D and the corresponding experiment are performed to verify the theory. In the simulation, ultimate uplift bearing capacity of the assembled steel pipe pile and ultimate lateral frictional resistance of the interface of pile-soil increases with the increasing of the strength and stiffness of the interface of pile-soil, and with the increasing of length-diameter ratio, ultimate uplift bearing capacity of the assembled steel pipe pile increases while the ultimate lateral frictional resistance decreases gradually. The ultimate lateral friction is influenced by both of the strength of the soil around the pile and the interface of pile-soil, and the ultimate uplift bearing capacity obtained by simulation and theoretical calculation are close. Long-gauge FBG sensors are used in the experiment for measuring the longitudinal strain of the pile, and the error of ultimate uplift bearing capacity between the results of experiment and theory is less than 10%.

scholarly journals Experimental and Numerical Studies on Push-Up Load Tests for Sand Plugs in a Steel Pipe Pile

2011 ◽  
Vol 51 (5) ◽  
pp. 959-974 ◽  
Author(s):  
Suriyah Thongmunee ◽  
Tatsunori Matsumoto ◽  
Shun-Ichi Kobayashi ◽  
Pastsakorn Kitiyodom ◽  
Ken Kurosawa
Keyword(s):  
Steel Pipe ◽  
Pipe Pile ◽  
Numerical Studies ◽  
Load Tests ◽  
Steel Pipe Pile ◽  
Push Up

scholarly journals Development of a new steel pipe pile foundation constructed by soil-cement mixture method.

1992 ◽  
pp. 137-146
Author(s):  
Hiroaki NAGAOKA ◽  
Harumitsu TAMANO ◽  
Hirohiko TADA ◽  
Shouhei CHIDA
Keyword(s):  
Pile Foundation ◽  
Steel Pipe ◽  
Pipe Pile ◽  
Soil Cement ◽  
Cement Mixture ◽  
Steel Pipe Pile
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