Analysis of the Effect on Vertical Bearing Capacity of Prefabricated Single Pile Constructed by Static Pressure and Hammer-Driven Sunken Pile Pressure in Tianjin District

Jul. 2021

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Analysis of the Effect on Vertical Bearing Capacity of Prefabricated Single Pile Constructed by Static Pressure and Hammer-Driven Sunken Pile Pressure in Tianjin District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(4): 234-237.

Citation:

Analysis of the Effect on Vertical Bearing Capacity of Prefabricated Single Pile Constructed by Static Pressure and Hammer-Driven Sunken Pile Pressure in Tianjin District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(4): 234-237.

Citation:

Analysis of the Effect on Vertical Bearing Capacity of Prefabricated Single Pile Constructed by Static Pressure and Hammer-Driven Sunken Pile Pressure in Tianjin District[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(4): 234-237.

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Analysis of the Effect on Vertical Bearing Capacity of Prefabricated Single Pile Constructed by Static Pressure and Hammer-Driven Sunken Pile Pressure in Tianjin District

Received Date: 2002-04-22
Available Online: 2021-07-20

Abstract

Abstract

Based on the experiemental research and engineering practice, Summarizing and analyzing the code of JGJ 94-94 in order to use and design reasonably static pressure prefabricated pile. It shows that the vertical bearing capacity of prefabricated pile according to the 《Specification for Pile Foundation of Building》(JGJ 94-94) is more less than that of practial test pile according to static loading test.
- static pressure,
- hammer-driven,
- prefabricated pile,
- single pile,
- vertical bearing capacity