Determination of Neutral Point to Consider Negative Skin Resistance in Pile Foundation Design

Aug. 2021

Article Contents

Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 1999 > 13(1): 34-36

Determination of Neutral Point to Consider Negative Skin Resistance in Pile Foundation Design[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 34-36.

Citation:

Determination of Neutral Point to Consider Negative Skin Resistance in Pile Foundation Design[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 34-36.

Determination of Neutral Point to Consider Negative Skin Resistance in Pile Foundation Design[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 34-36.

Citation:

Determination of Neutral Point to Consider Negative Skin Resistance in Pile Foundation Design[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(1): 34-36.

PDF( 133 KB)

Determination of Neutral Point to Consider Negative Skin Resistance in Pile Foundation Design

Received Date: 1998-10-12
Available Online: 2021-08-03

Abstract

Abstract

According to the definition of negative skin resistance the position of neutral point is determined based on a project, its result is in accord with one given in the code. The influence of negative skin friction is also analyzed.
- Pile foundation,
- negative skin resistance,
- position of neutral point