IMECH-IR  > 力学所知识产出(1956-2008)
波动方程的边值及沉桩能力预估的新方法
江礼茂; 韦昌富
Source Publication中国土木工程学会第七届土力学及基础工程学术会议论文集.中国建筑工业出版社,1994,p.415-418
1994
Pages415-418
Conference Name中国土木工程学会第七届土力学及基础工程学术会议
Conference Date1994
Conference Place陕西西安
Abstract根据文献[1]的锤-垫简化模型和文献[2]的打桩问题波动方程特征线方法,建立了一种新的沉桩分析方法和程序。与WEAP程序对比分析表明,在参数选择恰当的情况下,两者符合良好。同时,该方法可用于预估桩基动测桩顶实测力和速度曲线,为选择合适的锤垫系统,获得高质量的实测曲线提供指导。
Language中文
Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/34910
Collection力学所知识产出(1956-2008)
Corresponding Author江礼茂
Recommended Citation
GB/T 7714
江礼茂,韦昌富. 波动方程的边值及沉桩能力预估的新方法[C]中国土木工程学会第七届土力学及基础工程学术会议论文集.中国建筑工业出版社,1994,p.415-418,1994:415-418.
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