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Volume 33, Issue 2, 2006
>39-41
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Application of Bottom Enlarged Pile with Combined Supporter in Wet Bogged Loess Foundation Treating
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Abstract:
Key words:
复合载体夯扩桩
;
湿陷性黄土
;
防空洞
;
“卸荷拱”理论
Reference
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[1]
罗伟,田敏.
Application of Bottom Enlarged Pile with Combined Supporter in Wet Bogged Loess Foundation Treating
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(2):39-41.
[2]
NING Wen-wu.
Application of Bottom Enlarged Piles with Flat Base in Engineering
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(5):16-17.
[3]
HE Shi-ming,ZHAO Zhen-guo,WU Sheng-bin,ZHANG Qing-yu,YANG Min and XIA Bai-ru.
Application of Long Spiral Rotating Pile with Steel Pipe Combined Support Technology in Foundation Pit Project
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2009,36(1):55-57.
[4]
LI Jian-wen.
Application of Lime Pile in Treatment for Foundation with Defect
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2008,35(10):44-46.
[5]
Chen Yongjin.
Application of SMW Construction Method Pile with Retractable Enlarged Head Anchor Cable in Foundation Pit Support
[J].Geotechnical Engineering Technique,2021(1):16-20.
[6]
刘世奇,陈静曦,潘冬子.
Analyses on Results of Forced Ramming in Wet Sinking Loess Foundation
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2004,31(6):19-21.
[7]
HE Qi-xin and JU Yu-guo.
Application of Bored Occlusive Pile in Foundation Pit Support
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2010,37(8):58-59,63.
[8]
JI Jian-hua.
Application of Rammed Soil-cement Pile in Collapsible Loess Areas
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2010,37(2):59-61.
[9]
CUI Ai-ming,LIU Hai-liang and XIONG Wei.
Application of PHC Pipe Pile Foundation in Langfang Area
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2012,39(5):65-67,70.
[10]
邓忠韦兴标,欧智声.
Application of Steel Tubular Pile in Pile Foundation Construction in Karst Formation
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(11):28-31.
[11]
曾定帮,彭振斌,彭文祥.
Application of Support Combined Soil Nail with Pile Anchor in A Deep Foundation Pit
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2005,32(7):33-35.
[12]
赵殿河.
Application of Air Compressor Removing Hole Bottom Settling Residue in Pile Foundation Project
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2005,32(2):29-29,42.
[13]
杨生彬,葛克水.
Application of Multiple Supporter by Ramming Enlarge Pile in a Construction in Shijiazhuang
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2005,32(4):22-24.
[14]
范恩让,张炜,李凯,费秉胜.
Engineering Properties of Loess Salted Soil and Its Foundation Treating Methods
[J].Geotechnical Engineering Technique,2001(1):27-30.
[15]
许刘万.
The Design Classification and Usage of the Bits Used in Bottom Enlarged Foundation Pile
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2003,30(1):35-37.
[16]
Peng Wei,Lou Yunlei.
Sliding Micrometer in Pile Foundation of Super High-rise Building in Loess Area
[J].Geotechnical Engineering Technique,2019(4):226-230.
[17]
ZHANG Xue-bing.
Construction Practice of Collapsible Loess Foundation Treatment with Deep Dynamic Compaction Pile in Borehole
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2010,37(8):70-72.
[18]
SUN Chang-shu,TAN Jia-liang,ZHOU Xu-rong,Corporation,Beijing,China.
Flyash Cushion Combined with Ram-compaction Pile Applied in Foundation Treatment for High-rise Building
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(9):4-6,8.
[19]
TAN Xian-feng,ZHU Xue-shun,HU Ke-zhen and MENG Huan-mei.
Down-the-hole Hammer Combined with Auger Drill in the Pile of Rock Foundation
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2006,33(7):22-23,26.
[20]
Zhou Jian,Wang Guanying,Jia Mincai.
DCM Combined With Vacuum Dewatering Treatment and Extended Bottom Rotary Jet Grouting Pile Applied to Reinforce the Saturated Soft Clay Foundation
[J].Geotechnical Engineering Technique,2006,20(3):109-112,143.
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Received:
August 03,2005
Revised:
August 03,2005
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