首页> 外文会议>International Symposium Conservation of Ancient Sites >Study on the Long Term Strength of the Rock Piles of YunGang Grottoes
【24h】

Study on the Long Term Strength of the Rock Piles of YunGang Grottoes

机译:云港石窟岩石桩长期力量研究

获取原文

摘要

During the protection of stone culture relics,the long term strength of bearing structures is a key factor of their bearing capacity which decides whether or not the stone relic can be preserved for a long time.In this paper,we present a research into the long term strength of pile rocks of Global Strategy YunGang grottos,which makes good sense in theory and practice for the Grotto protection.To know the bearing capacity of the piles in the front of No.9,10 and 12 grottos,we do research on the long term strength of YuanGang sand rocks with different moisture content by single axial creep experiment with stepped load,we also analyze the creep characteristic and calculate the bearing capacity of piles as well as the gravity of attic that the piles can carry with long term strength which is got from the experiment with a high moisture content.At last we analyze the rock character and structure,find out the strength difference mechanics of different sand rocks,and fit an equation of the long term strengths
机译:在保护石文化遗物期间,长期轴承结构的强度是其承载力的关键因素,其决定长时间可以保存石遗物。本文展示了一项研究全球战略桩岩的术语力量云港洞穴,对石窟保护的理论与实践具有良好的意识。要了解桩在9,10和12个玻璃孢尔皮的桩的承载力,我们对此进行研究远刚砂的岩石与由单个轴向蠕变试验用阶梯负载不同水分含量的长期强度,我们还分析了蠕变特性和计算桩的承载能力以及阁楼的重力,该桩可以与长期强度携带这从实验中获得了高湿度含量。最后我们分析了岩石性质和结构,找出了不同砂岩的强度差分力学,并符合LO的等式NG学期优势

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号