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1)  Laterally Loaded Pile Group
水平荷载群桩
2)  laterally loaded pile
水平荷载桩
1.
Two numerical solutions of laterally loaded piles installed in multi-layered soils by m method;
多层地基中水平荷载桩计算m法的两种数值解
2.
According to the study on characteristics of the ultimate lateral resistance of laterally loaded pile in cohesionless soil and the behavior of stress in soil around pile, a solution of theultimate lateral resistance Pu of circular piles by sliding line theory has been derived, and it is found that the values of Pu are about half of those suggestd by Broms.
本文针对前人推导的水平荷载桩地基土极限水平反力Pu的基本假设不尽合理和所得Pu过大、偏于不安全这一现象,对水平荷载桩地基土极限水平反力的形成特征和桩周土的应力状态进行了分析研究。
3)  lateral load pile groups
水平受荷群桩
1.
This article summarizes the current main analytical methods of the lateral load pile groups, and were carried out a more detailed discussion on the advantages and disadvantages of these methods and the scope of use.
随着计算技术和数值方法的不断发展和完善,使得有限元技术在水平受荷群桩工作性状的研究中,得到了越来越多的应用。
4)  laterally loaded short pile
水平荷载短桩
1.
Complete process analysis of pile-soil interaction for laterally loaded short pile;
水平荷载短桩桩土共同作用全过程分析
5)  row piles under horizontal loads
水平荷载排桩
6)  piles under lateral load of trapezoid-distribution
水平梯形分布荷载桩
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全唐诗:卷882-9
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