Experimental Analysis of Vertical Bearing Capacity for Cast-in-place to Tamp Broken Stone in Hole Bottom

Aug. 2021

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Experimental Analysis of Vertical Bearing Capacity for Cast-in-place to Tamp Broken Stone in Hole Bottom[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 37-40.

Citation:

Experimental Analysis of Vertical Bearing Capacity for Cast-in-place to Tamp Broken Stone in Hole Bottom[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 37-40.

Experimental Analysis of Vertical Bearing Capacity for Cast-in-place to Tamp Broken Stone in Hole Bottom[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 37-40.

Citation:

Experimental Analysis of Vertical Bearing Capacity for Cast-in-place to Tamp Broken Stone in Hole Bottom[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 37-40.

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Experimental Analysis of Vertical Bearing Capacity for Cast-in-place to Tamp Broken Stone in Hole Bottom

Available Online: 2021-08-03

Abstract

Abstract

By the analysis of bearing capacity of tamping pile and common pile, it is believed that the resistance force will increase by times because of the improvement of soil properties at pile end after tamping broken stones. The range of ultimate end resistance for tamping pile is put forward, it provides the basis for pile foundation design.
- tamping pile,
- ultimate end resistance of pile,
- belled pier