9666

Development of Resistance Factors for Axial Capacity of Driven Piles in North Carolina

Mohammed A. Gabr استاد راهنما , M. Shamimur Rahman:C. C. Tung :Roy H. Borden استاد مشاور

Raleigh North carolina state university

نامعلوم

PhD )Civil Engineering(

0

2002

pile bearing capacity , load and resistance factor design , Vesic , Meyerhof , reliability analysis , Nordlund , Form , MVFOSM , AFOSM , resistance factor calibration , pile driving analyzer , static load test , bias factor

01

انگليسي