预应力路堤附加围压场与围压增强效应

冷伍明,张期树,徐方,冷慧康,聂如松,杨秀航

Additional confining pressure field and enhancement effect of prestressed embankment

Wu-ming LENG,Qi-shu ZHANG,Fang XU,Hui-kang LENG,Ru-song NIE,Xiu-hang YANG

表 3 不同试验条件下土体静剪切强度特性

Tab.3 Static shear strength properties of tested soil under different test conditions

试验条件 c /kPa φ /（°） K=0.95，w=9.3% 45 31 K=0.95，w=6.0% 50 32 K=0.97，w=6.0% 58 33