A Method for Coefficient of Subgrade Reaction of CFG Pile Composite Subgrade Under Different Arrangement

Li Jianguang; Liu Huancun; Wang Zuping

doi:10.3969/j.issn.1007-2993.2013.03.005

Volume 27 Issue 3

Jul. 2021

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Li Jianguang, Liu Huancun, Wang Zuping. A Method for Coefficient of Subgrade Reaction of CFG Pile Composite Subgrade Under Different Arrangement[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(3): 126-130,136. doi: 10.3969/j.issn.1007-2993.2013.03.005

Citation:

Li Jianguang, Liu Huancun, Wang Zuping. A Method for Coefficient of Subgrade Reaction of CFG Pile Composite Subgrade Under Different Arrangement[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(3): 126-130,136. doi: 10.3969/j.issn.1007-2993.2013.03.005

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A Method for Coefficient of Subgrade Reaction of CFG Pile Composite Subgrade Under Different Arrangement

doi: 10.3969/j.issn.1007-2993.2013.03.005

AVIC Geotechnical Engineering Institute Co., Ltd., Beijing 100098, China

Received Date: 2013-01-06

Abstract

Abstract

Mindlin Formula and Boussinesq Formula are applied to the compute settlement of CFG composite subgrade,the coefficient of subgrade reaction computed from the above settlement is similar to that computed from the settlement survey.The compute method of coefficient of subgrade reaction in this paper is proved to be practicable.
- CFG Pile,
- Mindlin Formula,
- Boussinesq Formula,
- Settlement Survey,
- Coefficient of Subgrade Reaction