scholarly journals Analytical Solution to Settlement of Cast-In-Situ Thin-Wall Concrete Pipe Pile Composite Foundation

2007 ◽  
pp. 1172-1179
Author(s):  
Han-long Liu ◽  
An Deng ◽  
Shi-qing Wen
Keyword(s):  
Analytical Solution ◽  
Composite Foundation ◽  
Thin Wall ◽  
Pipe Pile ◽  
Concrete Pipe

Field Test Research on Soil Compacting Effect of Cast-In Situ Concrete Pipe Pile

2012 ◽  
Vol 446-449 ◽  
pp. 1914-1917
Author(s):  
Zhi Tao Ma ◽  
Han Long Liu ◽  
Yong Ping Wang ◽  
Ji Ming Zhu
Keyword(s):  
Field Test ◽  
Pipe Pile ◽  
Concrete Pipe

Characteristics of Cast-InSitu Concrete Pipe Pile under Lateral Load

2012 ◽  
Vol 204-208 ◽  
pp. 743-746
Author(s):  
Zhi Tao Ma ◽  
Yong Ping Wang
Keyword(s):  
Lateral Load ◽  
Pile Driving ◽  
Soft Ground ◽  
General Introduction ◽  
In Situ Test ◽  
Pipe Pile ◽  
Concrete Pipe

The cast-in-situ concrete pipe pile is a new kind of pile used widely in China to improve the soft ground. In this paper, the general introduction of this pile was given, mainly including the pile driving machine, the technique of pile working and the structure of pile. At last, one in situ test of this pile under lateral load were given, the characteristics of displacement of pile body and displacement of pile top were analyzed. These results can give a reference for practice project.

Field Test Research on Soil Compacting Effect of Cast-In Situ Concrete Pipe Pile

2012 ◽  
Vol 446-449 ◽  
pp. 1914-1917
Author(s):  
Zhi Tao Ma ◽  
Han Long Liu ◽  
Yong Ping Wang ◽  
Ji Ming Zhu
Keyword(s):  
Pore Water Pressure ◽  
Water Pressure ◽  
Engineering Application ◽  
Deep Soil ◽  
Pipe Pile ◽  
Pile Diameter ◽  
Concrete Pipe ◽  
Practical Engineering

Combined with practical engineering application, the test researches were carried out to analyze the soil compacting effects of Cast-in-situ concrete pipe pile while the pile was driven by vibration hammer. This article is focused on the characteristics of soil uplift and lateral deformation around pile, included surface soil and deep soil. In addition, the change characteristic of pore water pressure of soil around pile is also analyzed, and some useful rules were concluded. All researches are helpful to optimize the construction parameters, such as distance between piles, pile diameter etc., to improve the quality of pile foundation, also to reduce the construction impact on environment.

Analytical solution of energy redistribution in rectangular openings upon in-situ rock mass alteration

2018 ◽  
Vol 106 ◽  
pp. 74-83 ◽  
Author(s):  
Xiangjian Dong ◽  
Ali Karrech ◽  
Hakan Basarir ◽  
Mohamed Elchalakani ◽  
Chongchong Qi
Keyword(s):  
Rock Mass ◽  
Analytical Solution ◽  
Energy Redistribution
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