Based on large numbers of geotechnical testst,he engineering characteristics of silty clay under water in the foundation of Suzhou—Nantong large bridge in lower reach of Yangtze River,Jiangsu Province,China,was studied.
基于大量的土工试验,对长江下游苏通大桥工程区水下粉质黏土的工程特性进行研究,发现粉质黏土的不同指标的变异系数差别较大。