Calculating method of anchor jacked pile while sinking 锚杆静压桩挤土效应的计算
Working mechanics and applications of anchor static jacked pile 锚杆静压桩工作机理及应用
Numerical analysis of jacked pile driving 静压桩沉桩过程的数值分析
Calculating jacking resistance of jacked pile by using beating counts of standard penetration test 利用标贯击数估算静压桩的沉桩阻力
This paper introduces the technique about pit - jacked pile and building correction to replace by rising 本文对坑式静压桩技术和顶升纠偏技术作介绍。
Pit - jacked pile is a new technique as building reinforces and it has some special advantages 坑式静压桩作为一种地基托换加固新技术,其施工方法具有独特的优点。
This paper will expatiate the interaction theory in pile and soil , make elastic - plastic analysis for soil around pit - jacked pile 本文对坑式静压桩的桩土共同作用进行分析。
So it is important for engineering application that compacting effects of jacked pile are effectively predicted and construction measures that can decrease the compacting effects of jacked pile are taken 因此,能有效地预估静压桩产生的挤土效应以及采取能够减少挤土效应的施工措施都具有非常重要的工程意义。
This technique is widely used by many years " popularization . now pit - jacked pile can be applied in some other projects such as correction , ground strengthening and temporary shoring 经过几十年的推广使用,目前在很多地区已经广泛使用,其使用范围也从单一的托换加固发展到纠偏、补强加固、临时支撑等工程。
The expressions of displacement fields of dorsal and frontal surface for two piles , row piles and group piles are derived . the solution taking into consideration the effect of construction sequence of jacked pile accords with the actual engineering 该式考虑到了沉桩施工顺序的影响,较各桩的简单叠加更符合工程实际情况,而且能够简化为不考虑施工顺序的静压群桩挤土位移场的解答。