在水平和竖向荷载的共同作用下，基桩与土体之间的相互作用是一个三维空间的问题。
Under simultaneous horizontal and vertical loading, the pile-soil interaction belongs to a issue of three-dimension.
桥梁工程中基桩经常承受竖向荷载及水平荷载的复合作用。
The bridge piles are often loaded by the composite effects of vertical and horizontal loads.
桥梁工程中基桩往往承受竖向荷载、水平荷载、偏心弯矩等复杂荷载作用，其受力特性较单一荷载情况下要复杂得多。
Behavior of Bridge piles loaded vertical, horizontal, eccentric and other complex loads, is much more complex than the behavior of piles only loaded vertical or horizontal loads.
水平基床系数是在计算深基坑的变形、支护结构的稳定性，以及桩在水平荷载下的位移、内力等方面有重要意义的参数。
Horizontal foundation modulus is an important parameter in calculating the deformation of deep excavation project, evaluating the stability of the retaining structure.
水平基床系数是在计算深基坑的变形、支护结构的稳定性，以及桩在水平荷载下的位移、内力等方面有重要意义的参数。
Horizontal foundation modulus is an important parameter in calculating the deformation of deep excavation project, evaluating the stability of the retaining structure.
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