多様な地盤に施工された埋込みPHC節杭の現場載荷試験結果と地盤定数による支持力の評価
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概要
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PHC nodular piles are considered to be a favorable foundation option for low to medium-rise buildings at deep soft ground sites. A comprehensive load test program was undertaken to evaluate the bearing capacity of these piles in different site conditions. A convenient and adequate approach to evaluate bearing capacity of PHC nodular piles is proposed based on the test results.
- 社団法人日本建築学会の論文
- 1995-12-20