Mechanics Characteristic Analysis for Vibration and Impaction Stone Column Foundation of Large-diameter and High Displacement Ratio

Li Huawei

Jul. 2021

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Article Navigation > GEOTECHNICAL ENGINEERING TECHNIQUE > 2008 > 22(1): 51-54

Li Huawei. Mechanics Characteristic Analysis for Vibration and Impaction Stone Column Foundation of Large-diameter and High Displacement Ratio[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(1): 51-54.

Citation:

Li Huawei. Mechanics Characteristic Analysis for Vibration and Impaction Stone Column Foundation of Large-diameter and High Displacement Ratio[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(1): 51-54.

Citation:

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Mechanics Characteristic Analysis for Vibration and Impaction Stone Column Foundation of Large-diameter and High Displacement Ratio

Li Huawei

Hebei Research Institute of Construction & Geotechnical Investigation Co. Ltd, Shijiazhuang Hebei 050031 China

Received Date: 2007-11-06
Available Online: 2021-07-07

Abstract

Abstract

The distribution characters and general rules of pile-soil stress are discussed and new theory and opinion are proposed. These characters and rules are about filling-sea subsoil on eastern coastal area,consolidated by vibration and impaction stone column with large-diameter and large displacement ratio.
- large-diameter,
- vibro replacement stone column,
- composite foundation,
- stress characteristics