long-short piles composite foundation 长短组合桩复合地基
In foundation excavating, upright post piles and engineering piles form a long -short pile composite foundation.
在基坑工程中，立柱桩和工程桩形成了长短桩复合桩基础。
Thickness of cushion do not alter much the pore pressure in the composite foundation with long-short-piles.
垫层厚度的变化对长短桩复合地基的孔压影响很小。
The load sharing law of composite embankment with long and short piles under embankment load is studied through centrifuge tests and three-dimensional finite element methods.
采用离心模型试验和三维有限元法，探讨路堤荷载下长短桩组合路堤桩的荷载分担规律。
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