z-logo
open-access-imgOpen Access
Development of Bearing Capacity Factor in Clay Soil with Normalized Undrained Shear Strength Behavior using The Finite Element Method
Author(s) -
Aswin Lim
Publication year - 2011
Publication title -
jurnal teknik sipil
Language(s) - English
Resource type - Journals
eISSN - 2549-2659
pISSN - 0853-2982
DOI - 10.5614/jts.2011.18.2.4
Subject(s) - geotechnical engineering , bearing capacity , shear strength (soil) , geology , soil science , soil water

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom