Optimum design of buried pipeline block anchors

Practice Periodical on Structural Design and Construction

Volumn 14, Issue 4, 2009, Pages 190-193

  Al Gahtani, Husain Jubran ^a  

^a KING FAHD UNIVERSITY OF PETROLEUM AND MINERALS   (Saudi Arabia)

Author keywords

Anchors; Optimization; Pipeline design

Indexed keywords

BURIED PIPELINES; DESIGN PROCEDURE; OBJECTIVE FUNCTIONS; OPTIMIZATION PROBLEMS; OPTIMUM DESIGNS; PIPELINE DESIGN; RANKINE; SOIL BEARING CAPACITY; THRUST FORCES;

ANCHORS; OPTIMIZATION; PIPELINES; SOILS; SPREADSHEETS;

DESIGN;

EID: 70350070746     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2009)14:4(190)     Document Type: Article

References (4)

1. George, F. S. (1970). Introductory soil mechanics and foundations: Geotechnical engineering, 4th Ed., Macmillan, New York.
2. Sidqi, A. (2005). " Pullout capacity of block anchor in sand.." MS thesis, King Fahd Univ. of Petroleum and Minerals, Dhahran, Saudi Arabia.
3. Terzaghi, K., Peck, R., and Mesri, G. (1996). Soil mechanics in engineering practice, 3rd Ed., Wiley, New York.
4. Watkins, R. K. and Anderson, L. R. (2000). Structural mechanics of buried pipes, CRC, Boca Raton, Fla.