REFERENCES 



American Society of Civil Engineers and American Society for Testing Materials 

 Committee (1958) Tentative definitions of terms and symbols relating to 

 soil mechanics. Book of ASTM standards including tentatlves, part 4. 

 Philadelphia, American Society for Testing Materials, p. 1211-1228, 



Arrhenius, G. (1952) Sediment cores from the east Pacific . Reports of the 

 Swedish Deep-sea Expedition 1947 - 1948, vol. 5, fasc . 1, 227 p. 



Bishop, A. W, and Henkel, D.J. (1957) The measurement of soil properties in 

 the triaxial test . London, Edward Arnold, Ltd., 190 p. 



Bjerrum, L. (1954a) Geotechnical properties of Norwegian marine clays. 

 Geotechnique, vol . 4, p. 49-69. 



(1954b) Theoretical and experimental investigations on the shear strength 



of soils. Norwegian Geotechnical Institute Publication No. 5, 113 p. 



and Kjaernsll, B. (1957) Analysis of the stability of some Norwegian 



natural clay slopes. Geotechnique, vol. 7, p. 1-16. 



Burmister, D. M. (1946) Aims and objectives for A.S.T.M. Committee D-18 on 

 soils. ASTM (American Society for Testing Materials) Bulletin No. 142, 

 p. 38-40! 



Butcher, W. S. (1951) Bearing strength of fine-grained sediments. Navy 



Electronics Laboratory - National Research Council Cooperative Research 

 Group, NEL:NRC:CRG:18, 2 p. 



Capper, P. L. and Cassie, W. F. (1960) The mechanics of engineering soils . 

 3rded. London, E . ?f F. N. Spon, 315 p. 



Coulomb, C. A. (1776) Essal sur une application des regies de moxlmls et minimis 

 a quelques problemes de statique, relatifs a 1 'architecture. Memolres de 

 Mathematlque et de Physique, L'Academie Royale des Sciences, Paris, 

 p. 343-382. 



Emery, K. O. and Dietz, R. S. (1941) Gravity coring instrument and mechanics 

 of sediment coring. Geological Society of America Bulletin, vol . 52, 

 p. 1685-1714. 



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