改造后的冲击钻成功地应用于码头斜桩的成孔工作。
The renovated cable drilling has been applied successfully to pore-forming of docks inclined piles.
试验结果分析显示，正斜桩的水平承载性能优于直桩和反斜桩；
The results show that the horizontal bearing capacity of the positive batter pile is better than that of the negative batter pile.
斜桩以及有斜桩群桩广泛应用于桥梁、码头以及大型输电线路基础等。
Battered pile and pile group are generally used in bridge, wharf and foundation of transmission power.
利用直桩，斜桩的抗拔、抗压静载荷试验对微型桩的承载力进行了探讨。
Based on the uplift tests and the loading tests of vertical and raking piles the bearing capacity of mini piles is discussed.
斜桩内锚杆嵌岩技术的首次成功应用为港口工程的结构设计又增加一种行之有效的途径。
Its successful application has provided an additional way for the future in the design of pile foundation in port engineering.
特别是本工程采用钢管桩基础，全部为斜桩，在气候恶劣的海面上采用钢套箱施工承台，在我国尚属首次。
Especially in this project, all for the steel tubular pile foundations in weather sloping piles, the sea using steel box pile construction, this was the first time in China.
介绍钻孔压浆成桩法在第四纪粘土地层大口径斜桩施工中的应用情况，为无砂混凝土斜桩成桩施工提供了一定的方法和经验。
The drilling pressure slurry used in construction of big gauge slant piles is introduced. It provides methods and experience for slant pile of concrete without sand.
本文应用基于多重剪切塑性本构模型和液化状态面的有效应力分析方法，探索了液化场地微型斜桩的抗震性状和桩土动力相互作用机制。
Herein an effective stress analysis method using a multiple shear plasticity model and a concept of liquefaction front was used to investigate the static and dynamic.
从挤土效应及振动影响、浅层障碍、斜桩、桩身破坏等方面总结了静压预应力管桩施工中的常见问题，并分析了产生的原因，介绍了预防措施，以提高桩的合格率。
What's more, bearing capacities of partially inclined piles, inclined pile-groups and partially inclined piles due to pit excavation are also studied based on the parameters from the back analysis.
水平受荷群桩，“正斜”单桩组成的群桩比直桩群桩和“负斜”单桩组成的群桩的承载力大。
Under lateral load, the positive battered pile group has bigger bearing capacity than the vertical and negative battered pile group.
为了测斜仪技术检验监测结果的准确性，采用有限元分析方法计算静压桩与土的相互作用效果。
To examine the monitoring results, the finite element analysis is used to calculate the effect between jacked piles and soil.
瑞雷波在层状介质中具有频散特性，利用这一特性，用瑞雷波解决工程中的桩斜检测问题，是一次新的尝试和探索。
It is a new attempt and exploring using this character of Rayleigh wave to solve the problem of measuring about the slant pile in project.
基于多个工程的实测数据，对利用测斜仪和边桩对路基侧向位移过程中的局限性进行了考察。
On the basis of the measured values of lateral displacements of some engineering, the limitation of lateral displacement measured by inclinometers and side pilings is analyzed.
本文提出了一种利用弹性波测算桩斜的方法，并通过实例给出计算结果。
A method to calculate the slant of pile by using elastic wave is suggested and the result of calculation is given through practical example.
斜向拉荷载作用下，螺旋桩的极限承载力随着叶片距宽比的增大有所降低。
With the increases of RPDD, screw pile's ultimate bearing capacity decreased under inclined pullout load.
对于钢轨抗滑桩，把测斜仪所测横向变形当作钢轨桩的弯曲变形，然后再反算出钢轨桩的弯矩、正应力和抗滑力。
For rail anti-slide piles, the bending moment, normal stress and anti-slide force of rail anti-slide pile are calculated inversely based on flexure deformation measured by inclinometer.
对于钢轨抗滑桩，把测斜仪所测横向变形当作钢轨桩的弯曲变形，然后再反算出钢轨桩的弯矩、正应力和抗滑力。
For rail anti-slide piles, the bending moment, normal stress and anti-slide force of rail anti-slide pile are calculated inversely based on flexure deformation measured by inclinometer.
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