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 。
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.
出处
《岩土工程技术》
2004年第4期194-198,共5页
Geotechnical Engineering Technique
关键词
孔隙贯通率
给水度
计算点
浸润曲线
holing ratio of porosity
feedwater percentage
calculating point
curve of infiltration
