长桩长度在选择了合适持力层后由总沉降量控制。
The length of long pile is determined by total settlement after specific bearing layer is chosen.
应用一维波波动方程式探讨基桩长度对打击桩的影响。
This paper is to study how the lengths of foundation piles influencing driven piles by one dimensional wave equation.
在分析短桩加固区承载力内涵的基础上，提出了短桩长度由桩端处软土强度决定的设计标准。
The length of short pile is decided by soft soil strength of short pile tip in terms of analysis on bearing capacity of short pile.
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