水科学与工程技术
水科學與工程技術
수과학여공정기술
WATER SCIENCES AND ENGINEERING TECHNOLOGY
2013年
5期
28-30
,共3页
渡槽%灌注桩%承载力%沉降%桩基静载
渡槽%灌註樁%承載力%沉降%樁基靜載
도조%관주장%승재력%침강%장기정재
aqueduct%cast-in-place pile%bearing capacity%subside%static load of pile foundation
漕河渡槽槽身段采用灌注桩基础，桩基进入弱风化岩石0.5m，按纯端承桩计算桩基承载力。采用桩基静载试验检测桩基承载力，试验结果表明，漕河渡槽桩基承载力达到设计要求。
漕河渡槽槽身段採用灌註樁基礎，樁基進入弱風化巖石0.5m，按純耑承樁計算樁基承載力。採用樁基靜載試驗檢測樁基承載力，試驗結果錶明，漕河渡槽樁基承載力達到設計要求。
조하도조조신단채용관주장기출，장기진입약풍화암석0.5m，안순단승장계산장기승재력。채용장기정재시험검측장기승재력，시험결과표명，조하도조장기승재력체도설계요구。
The cast-in-place piles foundation is adopted in the Caohe aqueduct body. There is 0.5 meter of the piles foun-dation entering into the weak weathered rock, the bearing capacity of the piles foundation is calculated according to point bearing pile . The static load test is adopted to check the the bearing capacity of the cast-in-place pile foundation, the test results show that the bearing capacity of pile foundation in Caohe aqueduct meet the design requirements.
