Basal stability analysis of braced cuts in clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 3, 2000, Pages 276-279

  Chang, Ming Fang ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

BASE COURSE; CLAY; CUTTING; EXCAVATION; STABILITY ANALYSIS; TERZAGHI THEORY;

EID: 0034163749     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:3(276)     Document Type: Article

References (7)

1. Bjerrum, L., and Eide, O. (1956). "Stability of strutted excavations in clay." Geotechnique, 6(1), 32-47.
2. Chen, W. F. (1975). Limit analysis and soil plasticity. Elsevier Scientific, Amsterdam.
3. Foundations and earth structures design manual 7.2. (1982). Naval Facilities Engineering Command (NAFAC), U. S. Department of the Navy, Alexandria, Va.
4. Henkel, D. J. (1970). "The calculation of earth pressure in open cuts in soft clays." The Arup J., London, 6(4), 13-15.
5. Skempton, A. W. (1951). "The bearing capacity of clay." Proc., Build. Res. Congr., ICE, London, 180-189.
6. Terzaghi, K. (1943). Theoretical soil mechanics. Wiley, New York.
7. Terzaghi, K., and Peck, R. B. (1948). Soil mechanics in engineering practice. Wiley, New York.