The results show that the load bearing capacity of the ELPER depends mainly on the critical load of instable failure instead of the ultimate load capacity of the soil close to the pile point.
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美
- 本文通過(guò)對超長(cháng)嵌巖樁的靜載荷試驗、大應變動(dòng)測以及側阻力、端阻力測試的結果分析，說(shuō)明覆蓋土層為軟弱土的超長(cháng)嵌巖樁的極限承載力，取決于樁發(fā)生彎曲失穩破壞時(shí)的臨界荷載，而不是樁尖土塑性破壞時(shí)的極限荷載。
