ASTM Special Technical Publication, Issue 501 |
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Page 41
... Clays during Undrained Shear , ” MIT Research Report R 65-11 , Depart- ment of Civil Engineering , July 1965 . [ 60 ] ... Clay , " Soil Mechanic Research Report , Dept. of Civil Engineering , San Diego State College , Nov. 1970 . [ 71 ] ...
... Clays during Undrained Shear , ” MIT Research Report R 65-11 , Depart- ment of Civil Engineering , July 1965 . [ 60 ] ... Clay , " Soil Mechanic Research Report , Dept. of Civil Engineering , San Diego State College , Nov. 1970 . [ 71 ] ...
Page 158
... clays [ 94 , 98 ] . Drilling and grouting piles in hard clay involve major uncertainties [ 92 , 99 ] which are avoided by belling out [ 97 ] and developing compression and tension capacity at the belled ends . Pile testing in exposed ...
... clays [ 94 , 98 ] . Drilling and grouting piles in hard clay involve major uncertainties [ 92 , 99 ] which are avoided by belling out [ 97 ] and developing compression and tension capacity at the belled ends . Pile testing in exposed ...
Page 237
... CLAY LENS LENSES ( MEDIUM DENSE ) GRAY SILTY & FINE SANDY CLAY ( SOFT , INCREASING TO STIFF WITH DEPTH ) GRAY SILTY FINE SAND WITH SILTY CLAY LENSES ( MEDIUM DENSE ) ( VARVED ) 120 -X ( 30 % ) 29 94 + CD 88888 X 29 94 CD 140 ( 22 % ) X ...
... CLAY LENS LENSES ( MEDIUM DENSE ) GRAY SILTY & FINE SANDY CLAY ( SOFT , INCREASING TO STIFF WITH DEPTH ) GRAY SILTY FINE SAND WITH SILTY CLAY LENSES ( MEDIUM DENSE ) ( VARVED ) 120 -X ( 30 % ) 29 94 + CD 88888 X 29 94 CD 140 ( 22 % ) X ...
Contents
Recent Trends in Underwater Soil Sampling MethodsG B TIREY | 42 |
InPlace Measurement of Deep Sea Soil Shear StrengthA F RICHARDS | 55 |
A Static Cone Penetrometer for Ocean SedimentsT J HIRST a | 69 |
Copyright | |
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apparatus ASCE ASTM ASTM STP 501 barge borings cable CIVEB Civil Engineering clamshell clay cofferdams cone penetration test cone penetrometer Construction Control Cook Inlet core barrel corer Deep Quest density developed device diameter disturbed divers diving dredge drill pipe driving dumped equipment fill Geotechnique Gulf of Mexico Hvorslev hydraulic JSFEA laboratory vane shear loads locations Marine Mechanics and Foundations ment methods obtained offshore offshore construction operations penetration tests penetrometer percent piezometer pile piston corer piston sampler placement pressure probe remolded strength sampler sand scows sea floor sediment shear strength shear strength measurements ship shown in Fig silt slopes Society for Testing Soil Mechanics standard penetration test strain gages strength values structures submersible surface Table techniques Testing and Materials tion transect tremie concrete tremie pipe underwater construction Underwater Soil Sampling vane shear strength velocity vertical Vibracore vibrator vibratory water depths