ソイルセメントと鋼管の合成杭の先端支持力
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概要
- 論文の詳細を見る
Conventional method of driving steel pipes likely cause nuisance such as noise, vibration, etc. To mitigate such nuisance, steel piles are installed in bore-holes and concrete is placed into the bore-holes. The construction cost of this pile is high. Removal of soil from boring and spoil area for the removed soil from the pile construction cause another nuisance. The steel pipe-soil cement composite piles proposed here cause less noise and vibration than driven piles, and less removed soil than bored piles. The point bearing capacity of the steel pipe-soil cement composite pile was analyzed and confirmed by pile loading test in construction sites. Test results show a high coefficient of the point bearing capacity.
- 社団法人日本建築学会の論文
- 1996-03-20