Study on Bearing Properties of Rammed Soil-Cement Piles Composite Foundation

ZHANG Hou-xian

Jul. 2021

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ZHANG Hou-xian. Study on Bearing Properties of Rammed Soil-Cement Piles Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 85-89.

Citation:

ZHANG Hou-xian. Study on Bearing Properties of Rammed Soil-Cement Piles Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 85-89.

ZHANG Hou-xian. Study on Bearing Properties of Rammed Soil-Cement Piles Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 85-89.

Citation:

ZHANG Hou-xian. Study on Bearing Properties of Rammed Soil-Cement Piles Composite Foundation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(2): 85-89.

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Study on Bearing Properties of Rammed Soil-Cement Piles Composite Foundation

ZHANG Hou-xian

Received Date: 2002-11-12
Available Online: 2021-07-21

Abstract

Abstract

The linear analysis method with soil-pile interaction is used to analyse the bearing capacity of rammed soil-cement piles composite foundation. The following results are abtained:the influence of replacement ratio of area, subcrust thickness and pile stiffness on partaking ratio of pile and soil, and the displacement of the single pile in pile group. The method mentioned above can be used for optimization design of bearing capacity of composite foundation.
- soil-pile interaction,
- linear analysis,
- rammed soil-cement piles,
- composite foundation,
- optimization design