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偏心荷載下锥形薄壳基础設计与試验中国科学院工程力学研究所、中国科学院湖北岩体土力学研究所等单位編印,1971年11月,共27頁。某部第三筹建处,在党委的直接领导下,组织了以工人为主体的“三结合”薄壳基础试验小组,进行了直径为4.8米的锥形薄壳基础试验。取得了轴心荷载和偏心距为0.6、0.8、1.0、1.2米等多组试验数据,为在偏心距较大的塔型设备基础设计中,推广采用锥形薄壳基础提供了一定的参考数据。本文较详细地介绍了锥壳基础的设计、计算、试验及成果分析,并列举了计算实例。
Design and experiment of tapered thin-shell foundation under eccentric load The Institute of Engineering Mechanics, Chinese Academy of Sciences, Institute of Soil Mechanics, Hubei Institute of Rock Mechanics, Chinese Academy of Sciences, etc., November 1971, 27 pages. Under the direct leadership of the party committee, the Third Preparatory Office of a certain department organized a three-in-one thin shell basic experimental group with workers as the main body, and conducted a conical thin shell foundation test with a diameter of 4.8 meters. A number of sets of test data, including axial load and eccentricity of 0.6, 0.8, 1.0, and 1.2 meters, have been obtained. In the design of tower equipment with a large eccentricity, the use of a tapered thin shell foundation provides certain reference data. . This article introduces the design, calculation, test and results analysis of cone shell foundation in detail, and lists examples of calculation.