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一、前言 西安冶金学院建筑系地基及基础教研组部分教师和60年毕业生,共五十余人,于1960年7月～10月和次年3月前后两次深入某地进行突地调查研究,针对该地戈壁地基和基础工程等有关问题开展了一系列的试验研究工作。除作了四百多个土的物理试验外,并在不同地区作了十四个承压面积大小不等、埋置深度不等、浸水与不浸水的垂直荷载试验、偏心荷载试验及反复荷载试验,抗剪强度试验;此外还做了一百余次的压力灌浆试验。在进行上述试验的同时,还设计了百余种新的基础型式,并对几种主耍的型式进行了试验。
I. INTRODUCTION Some teachers and 60-year graduates of the Foundation and Basic Teaching and Research Section of the Department of Architecture of the Xi’an Metallurgical University have a total of more than 50 people. They conducted two investigations in depth from July to October in 1960 and March of the following year. A series of experimental researches have been carried out on the related issues of the Gobi foundation and foundation projects in this area. In addition to the physical tests of more than 400 soils, 14 vertical load tests, eccentric loading tests, and repeated loadings were performed in different areas with different bearing area sizes, different buried depths, and immersion and non-immersion. Tests, shear strength tests; more than one hundred pressure grouting tests were also performed. In addition to the above tests, more than a hundred new types of foundations have been designed, and trials have been conducted on several major types.