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Study on the load of pile in excavated Hole and Engineering Cases
Zhu Zuorong, Hu Zhenying
1993, 12(3):
63-70.
This paper discusses the formula for calculating the load on pile in excavated holes. It is shown that the selected parametres with correct values are very important for an applicable formula. The first case of study is an engineering in consultation, which is a sixeen-storey office building in construction. By calculation, the potential load of the pile in excavated hole is gained. The method can save steel materials 70.98 ton and concrete 403.37 m for the foundation engineering. The second case study is an industrial building. The original programmes of that building are natural building and filling piles, but the corrected desing is taking piles in excavated holes, adopting the measures for adding the toads on the piles, such as inse rtin the piles into foundation rock, and fixing the piles by anchors. The result shortens the duration of construction engineecing and saves construction cost about RMB 489.000 yuan for the foundation engineering.
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