强夯地基 meaning in English
dynamic consolidation foundation
Examples
- Specification for dynamic compaction foundation
强夯地基技术规程 - Rayleigh wave testing the dynamic compacted ground filling stones into the sea in shenzhen city
深圳市抛石填海强夯地基的瑞雷波法检测 - Using mounts of r - surface wave data sampled by practical engineering of dynamic compaction . the compaction degree and uniformity of dynamic foundation are systematically discussed in the thesis . the collected data of in situ testing , combined with r - wave velocity parameter , was used to develop the way to estimate the bearing capacity by multi - parameter and neural network
通过实际强夯地基处理工程的大量瑞雷面波资料的采集、资料的处理，以及成果的分析，对强夯地基的压实度、均匀性进行研究和系统性探讨；收集了原位测试数据，并结合瑞雷面波波速参数，开展多参数拟合和神经网络预测地基承载力的研究。 - The results show that the r - surface wave method is non - destructive , fast detecting method , and can be used in large area dynamic foundation compaction detecting . it gets advantage of non - destructive detection , successfully handles the problems in the early exploration method , such as sparseness of measure points , high cost of money and time
研究表明：瞬态瑞雷波法是一种无损、快速、经济、连续大面积的评价强夯地基加固效果检测方法，成功地克服传统勘探方法中勘测点稀疏、耗时多、耗费大的不足，并具有无损检测的优点。 - Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4 . the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i , the better the dynamic consolidation effect is ; 5 . the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding , but residual settlement deformation in each test district are compared , it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme . but the underlayer of dynamic consolidation should be made when pounding
论文的主要工作和研究认识如下： ( 1 )确定必要的强夯施工参数； ( 2 )对既有砂性土又有粘性土地基的最佳夯击次数的确定方法进行了探讨； ( 3 )对试验前各试验小区的强夯试验方案进行了评价，并提出了优化建议； ( 4 )强夯垫层材料的级配对夯击能的消耗有很大影响，级配好的垫层对夯击能的传递比级配差的垫层效果好； ( 5 )强夯地基的变形效应主要是指夯后地基不但沉降变形会大幅度降低，而且剩余沉降变形会缓慢地发生； ( 6 )在比较各试验小区的变形稳定性后，按照优化后的试验方案进行强夯处理，则浦东机场场道工程地基的变形稳定性能满足设计要求，但须在处理时施加强夯垫层。