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1·New generation pile driving tool!

新一代桩工利器！

2·Analysis of pile driving mechanism of CPBP.

分析了支盘桩的成桩机理。

3·The problem of the soil consolidation after tube-pile driving was studied.

研究了黏弹性土中管桩沉桩后的固结问题。

4·It is one of pile driving to predict more accurately driveability analysis.

而且，在平台打桩工程建设中出现了诸如拒锤、溜桩等等的实际问题。

5·The attenuation characteristics of ground vibration caused by pile driving were proposed.

从而得到了打桩引起的地面振动的衰减特性。

6·Distribution rules of soil compaction effect, caused by pile driving to different diameter piles.

不同桩径的桩体沉桩时引起的挤土效应分布及变化规律。

7·Pile driving speed, the average 3 minutes can realize piling 6 meters deep, namely a hole three minutes to play.

打桩速度快，平均3分钟可实现打桩6米深，即3分钟可打一个孔。

8·To analyze the potential vibration of the tunnel affected by pile driving, the vibration was simulated with FEM.

为了分析打桩对该隧道可能产生的振动影响，采用有限元模拟打桩引起的隧道振动。

9·Vibratory pile drivers can be extremely economical and therefore the contractors' preferred method of pile driving.

因振动桩锤非常经济，一直受到施工者青睐。

10·The results show that the influence of Poisson effect to skin resistance for pile driving is little, so can be ignored.

计算结果表明，泊松效应对打桩侧阻力的影响很小，可以忽略不计。