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建筑学报1961年第7期刊载汪炳奎、冯琦“关于确定粘土类土地基计算强度的探讨”一文,着重推荐了苏联齐辽里克用插入法确定粘土类土地基计算强度的方法。下面我们就此问题提出讨论。一、关于齐辽里克公式按齐辽里克建议,合理确定粘土类土地基计算强度R的方法,是按孔隙比δ、稠度B和塑性指数W_n采用插入法计算。大家知道,НиТУ127～55中的地基计算强度值R是根据经验制定的。在确定R值时,所以允许采用按孔隙比ε和含水量W的直线插入法,是因为已有НиТУ6-48的多年设计和施
The Journal of Architectural Journal No. 7 of 1961 contains Wang Bingkui and Feng Qi’s “A discussion on determining the computational strength of clay-based soils”. It emphasizes the recommendation of the Soviet Union Qiililike to determine the calculated strength of clay-type ground by interpolation. Here we discuss this issue. I. About Qi Lillich’s formula According to Qi Liao Li Ke’s suggestion, the method for rationally determining the calculated strength R of clay soils is based on the porosity ratio δ, the consistency B, and the plasticity index W_n using the interpolation method. As we all know, the calculation value of the ground strength R in НиТУ127～55 is based on experience. In determining the R value, the straight line insertion method with the void ratio ε and the water content W is allowed because of the years of design and application of НиТУ 6-48.