摘要
根据岩石地基的特点,结合矩形短梁直接剪切试验的结果,对岩石地基上的独立柱基的抗剪问题进行了探讨,并提出了设计建议,供设计人员参考。
According to the characteristic of rock foundation and the test result of rectangle-section short beam sheared directly, this paper discusses the shearing strength of the individual footing of column based on rock foundation, puts forward some advices, and supplies a reference for designers.
出处
《贵州工业大学学报（自然科学版）》
CAS
2002年第6期52-55,共4页
Journal of Guizhou University of Technology(Natural Science Edition)
