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铁道第四勘察设计院,铁道第四勘察设计院 湖北武汉430063,湖北,武汉,430063
Published:2007
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[1]逯海,蒋建平.扩底桩竖向承载性能的试验研究[J].新疆大学学报(自然科学版),2007,No.107(03):361-364+378.
逯海, 蒋建平. 扩底桩竖向承载性能的试验研究[J]. Journal of Xinjiang University (Natural Science Edition in Chinese and English), 2007, 107(3): 361-364.
扩底桩在当前工业建筑中得到了越来越广泛的应用.本文对扩底桩承载性能进行了试验研究.研究结果表明
当扩底直径D、桩身直径d固定时
总极限侧阻力(kN)所占桩顶极限荷载的百分比随有效桩长L的增大而增大;在其它条件相同时
随着扩底桩直径D的增大
桩的承载力(kN)也变大
但极限端阻力(kPa)随扩底直径的增大却有不同程度的降低;扩底桩桩身直径d和直径桩直径相同、入土长度相当时
扩底桩的承载性能比直径桩的要好、沉降要小.
Today
belled pile is used more and more widely in industry architecture
.This paper has a research on vertical bearing properties of belled pile based on vertical load test.The result shows that when belled diameter(D) and shaft diameter(d) are the same
ultimate friction(kN) enhances with L increasing;the bearing capacity of belled pile(kN) increases and end resistance(kPa) decreases along with the belled diameter's increasing when other conditions are same.Compared with shaft pile
the bearing behavior of belled pile is better than shaft pile
and the settlement is less than shaft pile when the shaft diameter(d) and the length of belled pile in soil are same with the shaft pile.
高广运,蒋建平,顾宝和.砂卵石层上大直径扩底短墩竖向承载性状[J].岩土力学,2004,25(3):359-362.
黄强.大直径扩底桩承载力及变形计算[J].建筑结构学报,1994,15(1):67-77.
李大展,滕延京,何颐华等.湿陷性黄土中大直径扩底桩垂直承载性状的试验研究[J].岩土工程学报,1994,16(2):11-21.
Guang-Yun Gao,Wen-Dong Wang,Xian-Jian Yang.Test study on vertical bearing capacity of cast-in-place pile inloess.Proc.,The Eleventh Asian Regional Conference on Soil Mechanics and Geotechnical Engineering[C].Seoul,Korea,1999,197-200.
桑原文夫.扩底场所打ち杭の杭先端支持のメカニズムと支持力[J].土と基础,1991,12:9~15.
Yamashita K.and Fukuhara T.Analysis of soil loosening around pile bases during bored-pile installation[C].proc.of pile talk international’91,Kuala Lumpur,1991,161-164.
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