本文系在本刊1965年第一期和第三期连续发表的《桥梁墩台深埋弹性基础的计算》的基础上,参阅了一些国內外资料,作了较系统的整理和补充,并将各计算公式作了详细的介绍和推导。文內关于非岩性土的比例系数m值的采用,目前国內尚缺乏足够的试验资料以作验证,需在今后实践中不断校正和补充。本文可供改规工作和设计施工中参考。 Based on the continuous calculation of the embedded elastic foundation of bridge pier and abutment published in the first issue and the third issue of 1965, this paper refers to some domestic and foreign materials and makes a systematic arrangement and supplement The calculation formula has made a detailed introduction and derivation. The use of the ratio coefficient m for non-lithological soils in the paper currently lacks sufficient test data for verification in China and needs to be continuously corrected and supplemented in the future. This article is available for regulatory work and design and construction of reference.