首页 | 本学科首页   官方微博 | 高级检索  
     检索      

自平衡试验等效转换的附加压缩量修正
引用本文:马远刚,;陈开利,;杨春和.自平衡试验等效转换的附加压缩量修正[J].水运科技信息,2009(5):13-16.
作者姓名:马远刚  ;陈开利  ;杨春和
作者单位:[1]中国科学院武汉岩土力学研究所,武汉430071; [2]中铁大桥局集团武汉桥梁科学研究院有限公司,武汉430034
摘    要:提出一种新的自平衡试验数据简化等效转换方法,它考虑了自平衡加载方式下底层荷载箱以上桩体发生的压缩量及其转换后桩顶加载方式下的压缩量,对等效转换的桩顶位移进行附加压缩量修正,并给出了单层及双层荷载箱的计算公式;算例对比分析表明,这种方法比其他他简化转换方法确定的极限承载更准确,而且有更高的等效转换曲线相似性。

关 键 词:自平衡  等效转换  压缩量  极限承载力  相关系数

Additional Compression Modification of Equivalent Conversion from Self-balanced Test
Institution:Ma Yuangang , Chen Kailie, Yang Chunhe (1. Institute of Rock and Soil Mechanics, The Chinese Academy of Science, Wuhan 430071,China; 2. Bridge Science Research Institute LTD, China Zhongtie Major Bridge Engineering Group, Wuhan 430034,China)
Abstract:A new simplified method of equivalent conversion from self-balanced test data to traditional load test data is put forward, which considers the compression of the pile section above bottom load box under the condition of self-balanced test and its compression under the condition of traditional load test after equivalent conversion. The top movement of equivalent conversion is modified by additional compression, and the computation formula for one cell and double cells is provided. Based on the computation examples, the ultimate bearing capacity determined by this method is more accurate than other methods and the equivalent conversion curve is more similar to the exact solution.
Keywords:self-balanced equivalent  conversion  compression  ultimate bearing capacity  correlation factor
本文献已被 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号