Douglas, B. J. (1978). Effects of rapid loading rates on the holding 

 capacity of direct embedment anchors, Civil Engineering Laboratory, PO 

 No. M-R420. Port Hueneme, Calif., Oct 1978. 



Herrmann, H. G. (1980). Design procedures for embedment anchors 

 subjected to dynamic loading conditions, Civil Engineering Laboratory, 

 Technical Report R- Port Hueneme, Calif, (to be published) 



Kulhawy, F. H., D. A. Sangrey, and S. P. Clemence (1978). Direct 

 embedment anchors on sloping seafloors state-of-the-art, Civil 

 Engineering Laboratory, P.O. Report M-R510. Port Hueneme, Calif., 

 Oct 1978. 



Wadsworth, J. F., and R. M. Beard (1980). Prediction of embedment 



anchor holding capacity in coral and rock seafloors, Civil Engineering 



Laboratory, Technical Note N- . Port Hueneme, Calif. (to be 



published) 



1.3.2 Site Survey 



Beard, R. M. (1977). Expendable Doppler penetrometer: A perfor- 

 mance evaluation, Civil Engineering Laboratory, Technical Report 

 R-855. Port Hueneme, Calif., Jul 1977. 



Lee, H. J., and J. E. Clausner (1979). Seafloor soil sampling and 

 geotechnical parameter determination - Handbook, Civil Engineering 

 Laboratory, Technical Report R-873. Port Hueneme, Calif., Aug 1979. 



Naval Facilities Engineering Command (1971). Soil mechanics, founda- 

 tions, and earth structures, Design Manual DM-7. Washington, D.C. 



1.3.3 Penetration 



True, D. G. (1975). Penetration of projectiles into seafloor soils, Civil 

 Engineering Laboratory, Technical Report R-822. Port Hueneme, 

 Calif., May 1975. 



