摘要
通过对上海地区76个土样三轴试验结果的分析,提出了适用于上海地区的四参数非线性加载地基模型,此模型比邓肯—张模型少了一个参数,是邓肯—张模型的改进,提高了它在应用上的精度。
A ground model of non-linear loading with 4 parameters which is suitable to Shanghai district is proposed through the analysis of result of triaxial test of 76 soil samples in Shanghai district. This model has one parameter less than Duncan-Ch ang Model, which has been improved and its precision in application has been enhanced.
出处
《工程勘察》
CSCD
北大核心
1990年第2期12-15,共4页
Geotechnical Investigation & Surveying
