| 注册
首页|期刊导航|岩土工程学报|塑性支承桩——卸荷减沉桩的概念及其工程应用

塑性支承桩——卸荷减沉桩的概念及其工程应用

宰金珉

岩土工程学报2001,Vol.23Issue(3):273-278,6.
岩土工程学报2001,Vol.23Issue(3):273-278,6.

塑性支承桩——卸荷减沉桩的概念及其工程应用

Concept of plastically bearing pile and its practical application

宰金珉1

作者信息

  • 1. 南京建筑工程学院,
  • 折叠

摘要

Abstract

Based on the theory of composite pile foundation, the concept of plastically bearing pile is established. The methods of settlement calculation and the principles of application are presented. The engineering practice has fully verified the feasibility and prospect of this concept in practical application. In the end, the optimization of structure-foundation-soil interaction is discussed and prospected in practical application.

关键词

塑性支承桩/卸荷减沉桩/复合桩基/土与结构共同作用/差异沉降控制

分类

建筑与水利

引用本文复制引用

宰金珉..塑性支承桩——卸荷减沉桩的概念及其工程应用[J].岩土工程学报,2001,23(3):273-278,6.

岩土工程学报

OA北大核心CSCD

1000-4548

访问量1
|
下载量0
段落导航相关论文