摘要
根据砂性土的蠕变经验，对流变本构模型的经验特性方程中的非线性参数进行了拟合计算与分析，并应用数学方法计算砂性土的长期强度，得出长期强度与标准强度比的参考值。
Based on the creep test of sandy soil around the north anchor of the Jiangyin Highway Bridge across the Changjiang, the thesis expounds the rheological specifications of sandy soil, and an analysis of it is made. A study is also made of how to determine the long-term strength of sandy soil. The study provides reference parameters for engineering practice.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
1995年第4期75-80,共6页
Journal of Fuzhou University(Natural Science Edition)
