Determination of Pile Tip Bearing Stratum by Deep Flat Static Loading Test

Zhang Haifeng; Yue Yuanyuan; Lou Zhiliang

Jul. 2021

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Zhang Haifeng, Yue Yuanyuan, Lou Zhiliang. Determination of Pile Tip Bearing Stratum by Deep Flat Static Loading Test[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(6): 307-309.

Citation:

Zhang Haifeng, Yue Yuanyuan, Lou Zhiliang. Determination of Pile Tip Bearing Stratum by Deep Flat Static Loading Test[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(6): 307-309.

Zhang Haifeng, Yue Yuanyuan, Lou Zhiliang. Determination of Pile Tip Bearing Stratum by Deep Flat Static Loading Test[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(6): 307-309.

Citation:

Zhang Haifeng, Yue Yuanyuan, Lou Zhiliang. Determination of Pile Tip Bearing Stratum by Deep Flat Static Loading Test[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2007, 21(6): 307-309.

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Determination of Pile Tip Bearing Stratum by Deep Flat Static Loading Test

Anyang Building Design Research Institute, Anyang Henan 455000 China

Received Date: 2007-08-17
Available Online: 2021-07-10

Abstract

Abstract

Deep fiat static loading test is introduced as a new kind of in-situ test method. It is employed to a manual excavation pedestal pile engineering, and the bearing capacity characteristic values, are determined. Based on the result of the loading test, the determination of the pile tip bearing stratum is optimized, and the cost of the engineering is saved.
- deep flat static loading test,
- bearing stratum,
- bearing capacity characteristic value