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Volume 32, Issue 12, 2005
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Reinforcement of Bored Piles with Rotary Grouting at Bottom
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大口径钻孔灌注桩
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强度缺陷
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高压旋喷
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桩底续桩补强
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Reinforcement of Bored Piles with Rotary Grouting at Bottom
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[2]
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Construction Technology of Advanced Drilling and Grouting System at the Bottom of Socketed Piles
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[3]
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Over-water Construction Practice of Rotary Bored Grouting Pile at the Estuary of Oujiang River
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[4]
罗绍明.
Analyses and Research on Adaptability of Bottom Enlargement Bored Piles
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2004,31(5):17-18.
[5]
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Grouting Treatment of Sedimentary Dregs of Cast-in-place Bored Pile Bottom
[J].Geotechnical Engineering Technique,2007,21(4):214-216,F0003.
[6]
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Post Grouting Design and Construction of Bored Piles in Shanghai
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[7]
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[8]
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Application of Rotary Drilling in Post Pressure Grouting of Bored Grouting Pile
[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2012,39(12):57-59.
[9]
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Application of Longitudinal Reinforcement Techniques in Cast-in-place Bored Piles
[J].Shanghai Land & Resource,1998(3):45-49,59.
[10]
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Application of the Integrality Detecting Method on the Punched Grouting Piles or Bored Piles
[J].Geology of Fujian,2009,28(2):136-142.
[11]
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[16]
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[17]
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Quality Improvement Technology for Ultra-deep Rotary Bored Grouting Pile in Complex Coastal Strata
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[18]
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[19]
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[J].Exploration Engineering:Rock & Soil Drilling and Tunneling,2011,38(10):56-59.
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Received:
June 01,2005
Revised:
June 01,2005
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