THE BEARING CAPACITY OF PILES
THE BEARING CAPACITY OF PILES
复制标题
DOI：
--
复制
发表时间：
1975-07
期刊：
影响因子：
--
通讯作者：
F. Baguelin;M. Bustamante;P. Frank;J. Jézéquel
中科院分区：
文献类型：
--
作者：
F. Baguelin;M. Bustamante;P. Frank;J. Jézéquel
本文提出了以下研究成果：(1)新型测量仪器（便携式应变仪），可用于各种类型的桩在深基础上的标准试验，以获得横向摩擦值；(2)利用有限元方法进行理论弹性研究，以期解释深地基的受力机理。推导了受扰动和未受扰动土的侧向摩擦值公式。TRRL /
Results are presented of investigations into: (1) new measuring apparatus (portable strain gauges) which can be used for all types of pile in the standard test on deep foundations with a view to obtaining lateral friction values; (2) theoretical elasticity studies carried out by means of the finite element method with a view to explaining the mechanisms of deep foundations. Formulae are derived for lateral friction values in the case of disturbed and undisturbed soil. /TRRL/