注浆桩 meaning in Chinese
grouted pile
Examples
- 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。