论文信息 - Implementation of LRFD geotechnical design for deep foundations using Texas Cone Penetrometer (TCP) test. - 字舞流文

Implementation of LRFD geotechnical design for deep foundations using Texas Cone Penetrometer (TCP) test.

James G. Surles | William D. Lawson | Rozbeh B. Moghaddam | Hoyoung Seo | J. Surles | Hoyoung Seo | W. Lawson | R. Moghaddam

[1] Samuel G. Paikowsky,et al. Load and Resistance Factor Design (LRFD) Pile Driving Project–Phase II Study , 2014 .

[2] Sri Sritharan,et al. Development of LRFD Procedures for Bridge Pile Foundations in Iowa - Volume III: Recommended Resistance Factors with Consideration of Construction Control and Setup , 2012 .

[3] John J. Bowders,et al. Engineering Policy Guidelines For Design Of Drilled Shafts , 2011 .

[4] Nien-Yin Chang,et al. CDOT Strategic Plan for Data Collection and Evaluation of Grade 50 H-Piles into Bedrock , 2011 .

[5] Sri Sritharan,et al. Current Design and Construction Practices of Bridge Pile Foundations with Emphasis on Implementation of LRFD , 2010 .

[6] Sungmin Yoon,et al. Calibration of Resistance Factors Needed in the LRFD Design of Driven Piles , 2009 .

[7] Andrzej S. Nowak,et al. Implementation of the AASHTO LRFD Code in Geotechnical Design-Piles , 2007 .

[8] Kevin T. Canning. Bridge Design Manual , 2005 .

[9] Tony M Allen. Development of the WSDOT Pile Driving Formula and Its Calibration for Load and Resistance Factor Design (LRFD) , 2005 .

[10] Michael McVay,et al. Calibration of Load and Resistance Factor Design: Resistance Factors for Drilled Shaft Design , 2002 .

[11] L C Reese,et al. DRILLED SHAFTS: CONSTRUCTION PROCEDURES AND DESIGN METHODS , 1999 .