|
|||||
|
|
| 对天然地基承载力计算公式的理解和应用 | |
| 作者姓名： | 毛群芳 徐四一 |
| 作者单位： | 1. 上海振华工程咨询公司,200063 2. 中船勘察设计研究院,200063 |
| 摘 要： | 文章就新老国标和上海标准对地基承载力的计算公式进行了分析比较,并认为在上海地区岩土工程勘察报告中提供天然地基承载力设计值fd更适合。 |
| 关 键 词： | 临塑荷载Per 界限荷载民P_(1/4) 概率极限状态设计 地基承载力特征值fa 地基承载力设计值fd |
| 修稿时间： | 2003年4月16日 |
Understanding and Application on Calculation Formulas for Bearing Capacity of Natural Foundation |
|
| Authors: | Mao Qunfang |
| Abstract: | By analyzing calculation formulas for bearing capacity of foundation in new - edition state standard and former state standards as well as Shanghai standard, and comparing with them, the design value of bearing capacity of natural foundation (fd) provided in the Geotechnical Investigation Report in Shanghai Region is considered to be advisable. |
| Keywords: | Critical edge pressue (Pcr) Critical pressue (P1/4) Design of Probability LimitState Characrestic Value of Subgrade Bearing Capacity (fa) and Design Value of Bearing Capacity of Foundation (fd) |
| 本文献已被 维普 万方数据 等数据库收录！ | |