长江科学院院报2011，Vol.28Issue(5)：55-58,4.
重庆鱼嘴长江大桥锚碇抗剪强度试验研究
Experimental Study on Shear Strength of Anchors of Changjiang Bridge at Chongqing Yuzui
肖本职 1吴相超 1刘娅1
作者信息
- 1. 长江科学院,水利部岩土力学与工程重点实验室(重庆中心),重庆,400014
- 折叠
摘要
Abstract
Based on in-site anchor shear tests under natural condition and saturated condition on Changjiang Bridge at Yuzui, Chongqing and the engineering geology, a comprehensive analysis on the influencing factors of shear strength on the contact surface between higher strength concrete and hard bedrock is presented in this paper. The analysis demonstrated that firstly as for the higher strength concrete and hard bedrock, the increasing of concrete strength has slight impact on friction-coefficient (f) on the contact surface, while remarkably helps the increase of关键词
鱼嘴长江大桥/混凝土与基岩接触面/抗剪强度/影响因素分类
建筑与水利引用本文复制引用
肖本职,吴相超,刘娅..重庆鱼嘴长江大桥锚碇抗剪强度试验研究[J].长江科学院院报,2011,28(5):55-58,4.
