The Beam-on-Dynamic-Winkler-Foundation (BDWF) m od el was utilized to determine the lateral dynamic response of a finitely-long pi le and an infinitely-long pile in a viscoelastic subgrade.
基于动力Winkler模型(BDWF)对粘弹性地基中有限长桩和无限长桩的动力响应进行求解,采用与频率相关的弹簧系数和阻尼系数,得到了各种边界条件下的解析解。
In this paper,authors introduce you the whole design, construction, testing procedure of non-sand concrete pile.
无砂砼桩是利用级配碎石和少量水泥 ,加水拌和制成的具有一定粘结强度的桩。