Review of existing design methods for geosynthetic-reinforced pile-supported embankments
نویسندگان
چکیده
منابع مشابه
A Simplified Method for Analysis of Geosynthetic Reinforcement Used in Pile Supported Embankments
The inclusion of geosynthetic reinforcement in the piled embankment can help transfer loads to the piles and reduce total and differential settlements. In order to select the appropriate reinforcement material, the reasonable calculation of the deflection and tension is very important. Current design methods usually do not represent the true three-dimensional (3D) nature of the displacements, s...
متن کاملDssi for Pile Supported Asymmetrical Building: a Review
The past earthquake study conducted on the foundation system (soil and foundation) reveals that the interaction of soil and foundation plays a major role in the response of superstructure. In this regard a literature survey has been carried out on frame structures supported on pile foundation which is in contact with more soil mass as compared to the other type of foundation system. In this res...
متن کاملDSSI for pile supported asymmetrical buildings : a review
Several attempts have been carried out to understand the foundation failures during earthquake type of transient loading and it has been found that the interaction effect between soil and foundation is one of the important aspects need to be considered in the analysis and design. In this regard a literature survey has been carried out on frame structures supported on pile foundation which is in...
متن کاملGeosynthetic Reinforcement for Embankments over Degrading Discontinuous Permafrost Subjected to Presstressing
Failures of road embankments on discontinuous permafrost commonly occur during thawing of the foundation soil. As an approximation, weak zones created by thawing of discontinuous permafrost can be considered as ‘voids’ within the foundation. Geosynthetic reinforcements have been used to bridge these ‘voids’ and provide support to the embankment fill. This paper presents results of a numerical i...
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ژورنال
عنوان ژورنال: Soils and Foundations
سال: 2015
ISSN: 0038-0806
DOI: 10.1016/j.sandf.2014.12.002