摘要
本文根据大量土样的三轴排水试验得到上海各主要土层的邓肯一张模型参数，讨论了模型参数的取值特点和变化规律。试验结果表明，粘土的k值明显小于砂土，但粘土的kur／k要大于砂土，粘土的kur/k在4～10之间，砂土的kur/k在2～7之间；k与φ具有明显的相关关系，k随φ近似按指数曲线变化；破坏比Rr的取值多在0.70～0.85之间；nur／n与n没有明显的关系，n值大多在0．5～1.0之间。
Many soil samples were acquired from different hydrostratigraphic units in Shanghai City. Drained consolidated triaxial tests were performed. Based on the tests, the parameters in Duncan-Chang model for the units in Shanghai City have been obtained and the change in the parameters has been discussed. The test results indicate that the value of k for clays is smaller than that for sands, whereas the value of kur/k for clays is greater than that for sands. The value of kur/k range within 4 -10 for clays and 2 - 7 for sands. The value of k is closely related to the value of internal friction angle φ and increases with φin exponential function approximately. The failure ratio Rf often changes between 0.70 and 0.85. And nur/n is nearly not related to n and n often changes within 0.5 - 1.0.
出处
《水文地质工程地质》
CAS
CSCD
北大核心
2008年第1期19-22,共4页
Hydrogeology & Engineering Geology
基金
国家自然科学基金重点项目(40335045)
关键词
邓肯-张模型
模型参数
上海
地面沉降
Duncan-Chang model
parameter
Shanghai City
land subsidence
