Deformation Prediction for Deep Foundation Soil Considering Couple Effect

LI Xiao-yan

Jul. 2021

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LI Xiao-yan. Deformation Prediction for Deep Foundation Soil Considering Couple Effect[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 138-141.

Citation:

LI Xiao-yan. Deformation Prediction for Deep Foundation Soil Considering Couple Effect[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 138-141.

LI Xiao-yan. Deformation Prediction for Deep Foundation Soil Considering Couple Effect[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 138-141.

Citation:

LI Xiao-yan. Deformation Prediction for Deep Foundation Soil Considering Couple Effect[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(3): 138-141.

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Deformation Prediction for Deep Foundation Soil Considering Couple Effect

LI Xiao-yan

Received Date: 2003-03-06
Available Online: 2021-07-21

Abstract

Abstract

Based on Biot's consolidation theory, considering couple effect of seepage and stress of deep foundation soil during the process of water discharging, the efficient deformation prediction method for deep foundation engineering is introduced. The method is used in practical deep foundation engineering. couple, deep foundation pit; soil deformation, deformation prediction
- couple, deep foundation pit,
- soil deformation, deformation prediction,