›› 1985, Vol. 6 ›› Issue (2): 61-68.

• 基础理论与实验研究 • 上一篇    下一篇

工程振动对混凝土与基岩胶结面抗剪强度影响的试验研究

林继清   

  • 出版日期:1985-10-21 发布日期:2017-04-10

Experimental Study of the Effect of Vibration on the Shear Strength on the Interface Between Concrete and Bedrock for a Project

Lin Jiqing   

  • Online:1985-10-21 Published:2017-04-10

摘要: 针对葛洲坝工程,我们开展了振动对混凝土与基岩胶结面抗剪强度影响的试验研究。通过现场的一组特定试验,即除施加静力荷载外,再加上振动荷载,然后在振动过程中进行抗剪试验。结果表明,由于振动的影响,f值降低了15%。

关键词: 试验研究, 抗剪强度, 静力荷载, 振动荷载, 工程振动, 抗剪试验, 试验方法, 振动发生器, 剪切试验, 静荷载,

Abstract: This report studies the effect of vibration on shear strength on the interface between concrete and bedrock, which is prepared for Gezhouba Dam key water control project. A set of in-situ tests were carried out in the following way: the vibration load was applied besides the statically load and shear tests were conducted in the course of vibration. The test results show that the peak value of f is decreased by 15% due to the vibration effect.

No related articles found!
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 岑威钧,Erich Bauer,Sendy F . Tantono. 考虑湿化效应的堆石料Gudehus-Bauer 亚塑性模型应用研究[J]. , 2009, 30(12): 3808 -3812 .
[2] 张春会,于永江,岳宏亮,赵全胜. 随机分布裂隙煤岩体模型及其应用[J]. , 2010, 31(1): 265 -270 .
[3] 魏龙海,王明年,赵东平,吉艳雷. 翔安海底公路隧道陆域段变形控制措施研究[J]. , 2010, 31(2): 577 -581 .
[4] 高树生,钱根宝,王 彬,杨作明,刘华勋. 新疆火山岩双重介质气藏供排气机理数值模拟研究[J]. , 2011, 32(1): 276 -280 .
[5] 张 勇,高文龙,赵云云. 煤层开采与1 000 kV特高压输电杆塔地基稳定性影响研究[J]. , 2009, 30(4): 1063 -1067 .
[6] 宋勇军,胡 伟,王德胜,周军林. 基于修正剑桥模型的挤密桩挤土效应分析[J]. , 2011, 32(3): 811 -814 .
[7] 董 辉 ,侯俊敏 ,傅鹤林 ,杨果岳. 基于范例推理的公路隧道拱顶变形时序支持向量机外延预测[J]. , 2011, 32(7): 2099 -2105 .
[8] 张忠苗 ,刘俊伟 ,俞 峰 ,谢志专. 静压预应力混凝土管桩土塞效应试验研究[J]. , 2011, 32(8): 2274 -2280 .
[9] 张 磊 ,龚晓南 ,俞建霖. 考虑土体屈服的纵横荷载单桩变形内力分析[J]. , 2011, 32(8): 2441 -2445 .
[10] 马林建,刘新宇,许宏发,杨石刚,王子甲. 井喷失控条件下盐岩储库稳定性分析[J]. , 2011, 32(9): 2791 -2797 .