Research on Static Loading Test for the Cast-in-place pile of Large Diameter

Tang Junfeng; Tang Xuemei; Hu Xiangzhao

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2004 > 18(6): 315-319

Tang Junfeng, Tang Xuemei, Hu Xiangzhao. Research on Static Loading Test for the Cast-in-place pile of Large Diameter[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(6): 315-319.

Citation:

Tang Junfeng, Tang Xuemei, Hu Xiangzhao. Research on Static Loading Test for the Cast-in-place pile of Large Diameter[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(6): 315-319.

Tang Junfeng, Tang Xuemei, Hu Xiangzhao. Research on Static Loading Test for the Cast-in-place pile of Large Diameter[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(6): 315-319.

Citation:

Tang Junfeng, Tang Xuemei, Hu Xiangzhao. Research on Static Loading Test for the Cast-in-place pile of Large Diameter[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(6): 315-319.

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Research on Static Loading Test for the Cast-in-place pile of Large Diameter

1. School of Geoscience and Environmental Engineering, Central South University, Hunan Changsha 410083 China;
2. School of Resources and Safety Engineering, Central South University, Hunan Changsha 410083 China

Received Date: 2004-10-19
Available Online: 2021-07-08

Abstract

Abstract

It's still the most reliable method of getting the ultimate bearing capacity of cast-in-place pile of large diameter by static loading test. The static loading test result is analyzed, such as the Q-s curve, axial force, side frictional resistance stress and bottom resistance st ress, and some useful conclusion are drawn, which can be used in the design and construction of the similar engineering.
- cast-in-place pile of large diameter,
- static loading test,
- curve,
- axial force,
- side frictional resistance stress