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；
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；
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