【摘要】 论述了基坑降水引起粘性土地基沉降计算理论公式应以给水度 (μ)进行修正的原因 ,提出了基坑边不同距离的建筑物及其不同部位沉降计算的具体方法和相应的理论公式更多还原

【Abstract】 Discussing the reason for the formula to calculate ground subsidence is corrected by feedwater percentage (μ)in the cohesive soil for the dewatering of pit,putting forward the specific methods and theoretical formulae of the subsidence calculation for building and its different sites away from pit.更多还原