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ANALYSIS OF PILED RAFT FOUNDATION USING PLAXIS 2D ON SOFT SOIL
unpublished
Recent years, a lot of urbanization is taking place as a result many high rise buildings are constructed and due to scarcity of land , structures are built on soft soils using pile foundation which becomes very costly. So apart from conventional method now geotechnical engineers are going for piled raft foundation in which load from super structure is shared by raft mainly and pile act as settlement reducers. Raft alone has adequate bearing capacity and reduces differential settlement but
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