SYMBOLS AND DEFINITIONS 



c u undrained shear strength 



D pile diameter 



d water depth 



E modulus of elasticity 



e lever arm of lateral load above firm soil 



Fj factor of safety 



F+ lateral mooring-line load (tension) 



f depth of maximum bending 



g acceleration of gravity 



Ft- incident wave height 



H, transmitted wave height 



I moment of inertia of pile cross section 



K p coefficient of passive Earth pressure 



K, transmission coefficient; H^/H^ 



L incident wavelength 



£ embedment length of short -pile anchor 



I, total required length of pile anchor 



^vield yi^ding moment of pile section 



n constant of horizontal subgrade reaction 



h 



P design lateral load on pile 



q length of pile below maximum moment point 



T wave period 



W breakwater width measured in the direction of wave travel 



W, weight of concrete anchor 



w unit weight of concrete 



w g unit weight of soil 



w unit weight of water 



n short -pile coefficient 



p coefficient of static friction 



d> internal friction angle 



