注浆桩的英文

• grouted pile

• "注浆"英文翻译    slip casting
• "桩"英文翻译    pile; pole; stake
• "注浆" 英文翻译 :    slip casting◇注浆法 slip casting method; 注浆机 slip casting machine
• "灌浆桩" 英文翻译 :    grouted pile
• "浇注浆" 英文翻译 :    casting slip
• "注浆法" 英文翻译 :    slip casting method
• "注浆机" 英文翻译 :    grout injector
• "注浆孔" 英文翻译 :    injected hole
• "壁后注浆" 英文翻译 :    backfilling
• "成组注浆" 英文翻译 :    battery casting
• "电解注浆法" 英文翻译 :    electrolytic casting
• "定段注浆" 英文翻译 :    spotting
• "化学注浆法" 英文翻译 :    chemical grouting method
• "即时注浆" 英文翻译 :    quick setting grouting
• "孔壁注浆" 英文翻译 :    walling up
• "填塞注浆" 英文翻译 :    packed injection
• "压力注浆" 英文翻译 :    slip casing by pressure
• "注浆斑点" 英文翻译 :    casting spot
• "注浆材料" 英文翻译 :    injecting paste material
• "注浆地基" 英文翻译 :    grouting foundation
• "注浆料斗" 英文翻译 :    casting hopper
• "注浆设备" 英文翻译 :    grout injection apparatus
• "注浆钻孔" 英文翻译 :    inlet well
• "钻杆注浆" 英文翻译 :    rod injection
• "定点定段注浆" 英文翻译 :    spot

• The results of this paper may be referred to the design and engineering application of this new type of pile
  本文结论对扩底后注浆桩这种新桩型的设计和工程应用具有参考价值。
• The results of researches prove that by comparison with normal one . the cast - in - situ piles with expanded - base and post - pressure grouting have the advantages of low settlement and high bearing capacity
  研究结果表明：与传统灌注桩相比，扩底后注浆桩有沉降小，单桩承载力高的特点。
• The results of researches prove that by comparison with normal one , the cast - in - situ piles with expanded - base and post - pressure grouting have the advantages of low settlement and high bearing capacity
  研究结果表明：与传统灌注桩相比，扩底后注浆桩有沉降小，太原理工大学硕士学位论文单桩承载力高的特点。
• Based on the static loading test and stress testing of piles in situ of the project " taiyuan second long - distance telegraphic hinge " , some researches below have been conducted in this paper . the paper consists of the following two parts : the comparisons of load transfer feature of the resistance among the four types of piles ( that is , the normal cast - in - situ pile , the cast - in - situ pile with post - pressure grouting , the cast - in - situ pile with expanded - base , the cast - in - situ pile with expanded - base and post - pressure grouting ) , the bearing capacity of piles affected respectively by the two types of construction technique
  本文结合某工程的桩基现场静载荷试验和桩身应力测试试验，对比、研究了同一场地中相同桩长的普通灌注直桩、后注浆灌注直桩、扩底灌注桩和扩底后注浆灌注桩四种桩型的承载力特性、桩身轴力和桩侧摩阻力的分布特性，阐述了扩底后注浆桩的桩身轴力传递规律和侧阻力发挥性状，分析了扩底、后注浆两种施工工艺对试桩单桩承载力的影响。