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本人在学习郝天护与程季达二同志的原文后,感到有以下问题值得进一步讨论。 1.原文的图1是用理论公式按地基受均布荷载条件,算得之p_(kp)～S_(kp)关系,并未被大量试验资料所证实。 A.A.尼奇波罗维奇等人,将大量试验资料换算后与相同条件下按理论公式算得之结果曾进行比较,如图1所示。图中直线1与横轴的夹角,一般
After learning the original texts of Hao Tianhu and Cheng Ji-da, I felt that the following issues deserve further discussion. 1. Figure 1 of the original text shows that the p_(kp)~S_(kp) relationship calculated from the theoretical conditions based on the uniformly distributed load of the foundation is not confirmed by a large number of test data. A.A. Nitpoprovich et al. compare the results of a large number of experimental data with the results calculated by the theoretical formula under the same conditions, as shown in Figure 1. The angle between the straight line 1 and the horizontal axis in the figure, generally