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前言建筑物地基沉降量的计算,一般采用分层综合法进行,这种方法的优点是,能适用于地质条件和荷重条件比较复什的情况,而且考虑了地基土层中不同土层各自土的初始物理力学性质,然而往往计算工作量较大;有些情况下,例如对于某些已建成的建筑物地基,从开工至计算期止,只有实测地面沉降量资料,要想了解地基不同深度的沉降量,则分层综合法难
Foreword Calculation of the settlement of building foundations is generally carried out by stratified synthesis method. The advantage of this method is that it can be applied to the case where the geological conditions and the load conditions are more complex, and the soil of different soil layers in the foundation soil layer is taken into account. The initial physico-mechanical properties, however, are often computationally intensive; in some cases, for example, for certain established building foundations, from the start of construction until the end of the calculation period, only the ground subsidence data is actually measured, in order to understand the different depths of the foundation. Settlement amount is difficult for stratified synthesis