Tests were performed using the apparatus on undisturbed soft clayey soil samples, which were collected from Wenzhou, Zhejiang Province, China, at average natural water content 72 5%.
并根据浙江省温州市原状软粘土进行了固结试验，软粘土的天然含水率是72。 5%。
From the principles of modern soil mechanics, the structural and swelling characteristics of soft clayey rocks were analyzed systematically.
结合现代土力学原理，系统分析了风化泥质软岩的结构特征，膨胀特性；
应用推荐