Load and resistance factor design of drilled shafts at the service limit state | Zendy

Thanh Thuy Vu | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

Load and resistance factor design of drilled shafts at the service limit state

Author(s) -

Thanh Thuy Vu

Publication year - 2013

Publication title -

mospace institutional repository (university of missouri)

Language(s) - English

Resource type - Dissertations/theses

DOI - 10.32469/10355/40119

Subject(s) - limit state design , probabilistic logic , limit (mathematics) , engineering , structural engineering , parametric statistics , load factor , limit load , safety factor , mathematics , statistics , finite element method , mathematical analysis

A practical and efficient procedure for evaluation of drilled shafts at the service limit state is proposed. The procedure uses Load and Resistance Factor Design (LRFD) concepts to achieve target probabilities of failure without requiring case-specific probabilistic analyses. Proposed resistance factors are primarily dependent on four parameters: the normalized load, the coefficient of variation of the geomaterial strength, the target probability of failure, and the shaft length-to-diameter ratio. The proposed procedure can be implemented using several charts or analytical equations provided.

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