摘要
本文通过分析说明：（１） 孔隙水压推算的固结度与沉降推算固结度相差较大是合理的；（２） 合理的理论沉降过程线与实测沉降过程线不相交且它们有相同的 Ｓ∞；（３） 沉降推算的指数曲线法给出的固结度偏高。
In this paper,several problems are analyzed. First, a certain difference existed between the degree of consolidation calculated through porewater pressure and the degree of consolidation calculated through settlement is reasonable; second, the reasonable theoretical settlement curve and the measured settlement curve are non intersecting and have same values of S ∞; third, the degree of consolidation given in the index curve method of classic theory with settlement is higher than that of other methods actually.
出处
《中国港湾建设》
1999年第4期30-32,共3页
China Harbour Engineering
关键词
软基加固
检测分析
固结度
沉降
地基
degree of consolidation degree of compression degree of excess porewater pressure dissipation set tlement
