| 陈明中,龚晓南,严平.单桩沉降的一种解析解法[J].水利学报,2000,31(8):0070-0075 |
| 单桩沉降的一种解析解法 |
| An analytical solution for settlement of single pile |
| |
| DOI： |
| 中文关键词: 荷载传递函数 t z曲线 滑移 单桩沉降解析解 |
| 英文关键词: load-transfer function shlip analytical solution settlement single pile |
| 基金项目: |
|
| 摘要点击次数: 3842 |
| 全文下载次数: 87 |
| 中文摘要: |
| 本文对桩侧及桩端采用不同的荷载传递函数(t-z曲线)，并考虑桩侧土体强度沿深度线性变化的特性，推导了一系列单桩沉降的解析表达式。计算结果可直接用于单桩分析，并且可以用于拟合土体参数。 |
| 英文摘要: |
| Different load-transfer functions for pile shaft and pile tip are adopted in the analysis of settlement of single pile. The lateral soil strength is regarded as linearly varies along the depth. On this basis, a series of anlaytical solutions of settlement of single pile are deduced. The calculated results can be used to back-figure the parameters of soil properties. |
|
查看全文
查看/发表评论 下载PDF阅读器 |
| 关闭 |