找回密码
 To register

QQ登录

只需一步,快速开始

扫一扫,访问微社区

Titlebook: High Strength Support for Soft Surrounding Rock in Deep Underground Engineering; Theory and Key Techn Qi Wang,Bei Jiang,Shucai Li Book 2020

[复制链接]
楼主: 无法仿效
发表于 2025-3-23 12:43:52 | 显示全部楼层
发表于 2025-3-23 13:57:34 | 显示全部楼层
发表于 2025-3-23 19:19:15 | 显示全部楼层
发表于 2025-3-23 23:16:04 | 显示全部楼层
发表于 2025-3-24 04:16:42 | 显示全部楼层
发表于 2025-3-24 09:44:09 | 显示全部楼层
Mechanical Properties Test on the Basic Components of New High Strength Arches,ory and numerical tests of axial compression is carried out on the components in this chapter. The analysis is made on the deformation and failure mechanism and bearing mechanism of the basic component, and the mechanical properties of the components are studied as well. Research is carried out on t
发表于 2025-3-24 14:11:32 | 显示全部楼层
Calculation Theory of the New High Strength Arch, the confined concrete arches in roadways. This chapter first establishes the calculation and analysis model for the casing joint of the arch, and analyzes the action mode and mechanical properties of the casing joint. The calculation formulas of internal force are derived for arbitrary section numb
发表于 2025-3-24 18:53:35 | 显示全部楼层
Experimental Study on the Bearing Mechanism of New High Strength Arches,rch comparison tests are carried out; the deformation and the strain are obtained in the experiment process of the arches; and the arch bearing mechanism is clarified with different cross-section forms and shapes, and different load modes. The test results have verified the correctness of theoretica
发表于 2025-3-24 20:32:22 | 显示全部楼层
发表于 2025-3-25 02:12:17 | 显示全部楼层
 关于派博传思  派博传思旗下网站  友情链接
派博传思介绍 公司地理位置 论文服务流程 影响因子官网 吾爱论文网 大讲堂 北京大学 Oxford Uni. Harvard Uni.
发展历史沿革 期刊点评 投稿经验总结 SCIENCEGARD IMPACTFACTOR 派博系数 清华大学 Yale Uni. Stanford Uni.
QQ|Archiver|手机版|小黑屋| 派博传思国际 ( 京公网安备110108008328) GMT+8, 2025-8-5 13:26
Copyright © 2001-2015 派博传思   京公网安备110108008328 版权所有 All rights reserved
快速回复 返回顶部 返回列表