Creep response of model pile in clay
TB Edil, IB Mochtar - Journal of geotechnical engineering, 1988 - ascelibrary.org
The shaft creep response of a model pile inserted in a specimen of clay is studied under
constant pile loads at varying percentages of the ultimate shaft resistance. The top and
lateral surfaces of the clay specimen could deform freely. The specimens were consolidated
under varying vertical and horizontal effective stress combinations. The results of the tests
using eight normally consolidated clay specimens with three different thicknesses and steel
model piles of three different diameters and of smooth and rough surfaces show that the total …
constant pile loads at varying percentages of the ultimate shaft resistance. The top and
lateral surfaces of the clay specimen could deform freely. The specimens were consolidated
under varying vertical and horizontal effective stress combinations. The results of the tests
using eight normally consolidated clay specimens with three different thicknesses and steel
model piles of three different diameters and of smooth and rough surfaces show that the total …
[引用][C] Creep response of model pile in clay
BE TUNCER - J. Geoth. Eng., 1988 - cir.nii.ac.jp
Creep response of model pile in clay | CiNii Research … Creep response of model pile in clay …
以上显示的是最相近的搜索结果。 查看全部搜索结果