Analysis for the Standard Vertical Limited Bearing Capacity of the Single Prestressed Concrete Drilled Caisson

LI Lian-ying; LU Qing

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2003 > 17(4): 220-223

LI Lian-ying, LU Qing. Analysis for the Standard Vertical Limited Bearing Capacity of the Single Prestressed Concrete Drilled Caisson[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(4): 220-223.

Citation:

LI Lian-ying, LU Qing. Analysis for the Standard Vertical Limited Bearing Capacity of the Single Prestressed Concrete Drilled Caisson[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(4): 220-223.

LI Lian-ying, LU Qing. Analysis for the Standard Vertical Limited Bearing Capacity of the Single Prestressed Concrete Drilled Caisson[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(4): 220-223.

Citation:

LI Lian-ying, LU Qing. Analysis for the Standard Vertical Limited Bearing Capacity of the Single Prestressed Concrete Drilled Caisson[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(4): 220-223.

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Analysis for the Standard Vertical Limited Bearing Capacity of the Single Prestressed Concrete Drilled Caisson

Received Date: 2003-04-21
Available Online: 2021-07-21

Abstract

Abstract

On the base of the several static load test results in Tianjin district,analyzing and studying the estimate results of the standard vertical limited bearing capacity of the single prestressed concrete drilled caisson.Furthermore,comparing the results to that of the 〈Technical code for building pile foundations〉.(JGJ 94-94) and Tianjin 〈Technical code for geo-technical engineering〉.(DB 29-20-2000).
- prestressed concrete drilled caisson,
- ratio of calculation and experiment