|
|||||
|
|
| 中小型工程基坑开挖设计及处理的探讨 | |
| 引用本文： | 李海波,杨晓娟,赵海涛. 中小型工程基坑开挖设计及处理的探讨[J]. 黑龙江水专学报, 2001, 28(2): 60-61 |
| 作者姓名： | 李海波 杨晓娟 赵海涛 |
| 作者单位： | 1. 牡丹江市水利局, 2. 牡丹江市水利勘测设计研究院, 3. 黑龙江省水利水电勘测设计研究院, |
| 摘 要： | 介绍了中小型工程基坑开挖中遇到的不同地质条件所采取的相应的工程处理措施，并对编织袋作临时性护坡及临时性挡土墙的稳定计算进行了研究。 |
| 关 键 词： | 基坑开挖 编织袋砌体 挡土墙 护坡 稳定计算 农田水利 城市供水 中小型工程 |
| 文章编号： | 1000-9833(2001)02-0060-02 |
| 修稿时间： | 2001-02-08 |
Exploration on design and treatment of middle and small types of foundation pit excavating |
|
| LI Hai_bo ,YANG Xiao_juan ,ZHAO Hai_tao. Exploration on design and treatment of middle and small types of foundation pit excavating[J]. Journal of Heilongjiang Hydraulic Engineering College, 2001, 28(2): 60-61 | |
| Authors: | LI Hai_bo YANG Xiao_juan ZHAO Hai_tao |
| Affiliation: | LI Hai_bo 1,YANG Xiao_juan 2,ZHAO Hai_tao 3 |
| Abstract: | This paper introduces the different geological conditions and the suitable project measures in middle and small types of project foundation pit excavating,it also researched the stabilization calculating when the weaving bags are used as temporary slope protection and soil guard wall. |
| Keywords: | foundation pit excavating weaving bag work soil guard wall slope protection stabilization calculating |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |