Proceedings - Fourth International Conference - Theory and Practice of Piling and Deep Foundations in China, 1991, Beijing, China, (DFI)
Plastoelastic Analysis of Bearing Capacity of Soil Anchor
Hui Yongning, Xu Ronglie
This paper presents a simulating test of constitutive relation of soil anchor in laboratory and puts forward a new plastoelastic mechanical model, on which a new calculating formula of elastic and plastic limit bearing capacity for soil anchor is suggested and two engineering projects verify that this method is adaptable.
|article #897; publication #38 (IC-1991-CH)|