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計算沉陷量的方法頗多,惟其結果常很草率,通常我們可以应用崔托維奇教授所建議的等層法而能得到近似的結果,此法为現今最佳之計算沉陷量的方法。在崔托維奇教授的同-概念上.本文提出下列兩點改進的建議方法:(1)根据地基是完全匀質的假定及被本文改進後的這一方法,能用以計算面積为不規則之基礎的沉陷量;(2)本文亦將論及成層土上基礎的沉陷量,不論基礎的面積規則与否,盖此類情况係在突際中所常遇到者。
There are many ways to calculate the amount of subsidence, but the results are often very sloppy. Usually we can apply the equivalent stratification proposed by Prof. Trituvich and get similar results. This method is the best method for calculating subsidence today. On the same concept of Prof. Tritovic, this paper proposes the following two suggestions for improvement: (1) According to the assumption that the foundation is completely homogeneous and this method improved by this paper, it can be used to calculate the area is not The amount of subsidence on the basis of the rules; (2) This article will also discuss the amount of subsidence on the basis of the layered soil. Regardless of whether or not the basic area is ruled or not, such situations are often encountered in the intercession.