Discussion on Bearing Capacity Difference of Natural Foundation and Pile Tip Resistence

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Discussion on Bearing Capacity Difference of Natural Foundation and Pile Tip Resistence[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2000, 14(4): 234-237.

Citation:

Discussion on Bearing Capacity Difference of Natural Foundation and Pile Tip Resistence[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2000, 14(4): 234-237.

Discussion on Bearing Capacity Difference of Natural Foundation and Pile Tip Resistence[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2000, 14(4): 234-237.

Citation:

Discussion on Bearing Capacity Difference of Natural Foundation and Pile Tip Resistence[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2000, 14(4): 234-237.

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Discussion on Bearing Capacity Difference of Natural Foundation and Pile Tip Resistence

Received Date: 2000-05-19
Available Online: 2021-07-30

Abstract

Abstract

Compared with soil destroyed pattern of vertical force and its controlled factor of bearing capacity,it is concluded that pile capacity and its tip resistence have some difference when soil with the same physical mecanic property is used as natural foundation and pile tip resistent layer.Whereas the middle weathering rod Stratum hasn't this property,that is to say it has the same bearing capacity and pile tip resistence.
- shallow foundation,
- pile foundation,
- natural foundation,
- tip resistent layers,
- bearing capacity,
- tip resistence of pile