Discussion on Soil Reaction Spread of Whole Foundation for Tall Building with Podium

PAN An-ping

Jul. 2021

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PAN An-ping. Discussion on Soil Reaction Spread of Whole Foundation for Tall Building with Podium[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 160-162,174.

Citation:

PAN An-ping. Discussion on Soil Reaction Spread of Whole Foundation for Tall Building with Podium[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 160-162,174.

PAN An-ping. Discussion on Soil Reaction Spread of Whole Foundation for Tall Building with Podium[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 160-162,174.

Citation:

PAN An-ping. Discussion on Soil Reaction Spread of Whole Foundation for Tall Building with Podium[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 160-162,174.

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Discussion on Soil Reaction Spread of Whole Foundation for Tall Building with Podium

PAN An-ping

Received Date: 2003-02-24
Available Online: 2021-07-21

Abstract

Abstract

Through finite element analisys method, the model of soil reaction spread is set up. It is obtained that the soil reaction spread principally is dependent on raft thick, elastic modulus of soil and loads of tall building. In fact the reaction spread is reduced from concret wall of tall building to frame of podium,and the spread range about is 2~4 spans of podium.
- tall building,
- soil reaction,
- raft,
- finite element