Rosfelder, A. M. and N. F. Marshall, 1967. "Obtaining Large, Undis- 

 turbed, and Orientated Samples in Deep Water," in Marine Geotechnique , 

 A. F. Richards, ed. University of Illinois Press, Urbana. 



Schmertmann, J. M. , 1955. "The Undisturbed Consolidation of Clay," 

 Trans. ASCE, Vol. 120, p. 1201. 



See, H. B., Noorany, I. and Smith, I. M. , 1964. Effects of Sampling 

 and Disturbance on the Strength of Soft Clay, University of California, 

 Berkeley, Report TE-64-1. 



Skempton, Q. W. , 1954. "The Pore-Pressure Coefficients A and B," 

 Geotechnique, 4:4:, pp. 143-144. 



Taylor, D. W. , 1948. Fundamentals of Soil Mechanics , John Wiley and 

 Sons, New York. 



Taylor, R. J. and H. J. Lee, 1972. "Direct Embedment Anchor Holding 

 Capacity," Naval Civil Engineering Laboratory Technical Note N-1245, 

 Port Hueneme, CA. 



U. S. Navy, 1971. Design Manual-Soil Mechanics , Foundations and Earth 

 Structures, NAVDOCKS DM- 7. 



26 



