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- W2361294680 abstract "The compaction soil-cement pile composite foundation is developed in recent years as a ground treatment method, which is mainly used for relatively low water table areas. In the compaction soil-cement pile composite foundation design, bearing capacity of composite foundation is the most important design basis. In this paper, a typical urban compaction soil-cement pile composite foundation works as an example, describes the compaction soil-cement pile design features, and its single pile and composite foundation static load test results are analyzed. Studies have shown that pairs of silty clay and silt at the base of the compacted cement-soil pile composite foundation, the destruction of the performance of single pile pile material strength for the destruction of its Q-S curve for the pile material decreased drastically damage type, thereby, increasing pile physical strength can significantly increase its single pile ultimate bearing capacity; while pile composite foundation of static load P-S curve for no obvious turning point of the slow variant decreased drastically damage not occurred, according to deformation characteristics of the established composite foundation bearing capacity value, has a certain level of security." @default.
- W2361294680 created "2016-06-24" @default.
- W2361294680 creator A5070409175 @default.
- W2361294680 date "2010-01-01" @default.
- W2361294680 modified "2023-09-25" @default.
- W2361294680 title "Compaction Soil-cement Pile Composite Foundation Desigh and capacity Test" @default.
- W2361294680 hasPublicationYear "2010" @default.
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