ASTM Special Technical Publication, Issue 501 |
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Page 56
... apparatus . However , the uncertainty involved in converting the cone resistance into strength and the widespread use of the vane in geotechnical engineering favored the use of the vane . The mechanical and electrical design of the ...
... apparatus . However , the uncertainty involved in converting the cone resistance into strength and the widespread use of the vane in geotechnical engineering favored the use of the vane . The mechanical and electrical design of the ...
Page 59
The apparatus had to be able to withstand dragging across the bottom by a drifting ship or collision with the side of a ship . The apparatus also had to be sufficiently streamlined so that it could be lowered rapidly through the water ...
The apparatus had to be able to withstand dragging across the bottom by a drifting ship or collision with the side of a ship . The apparatus also had to be sufficiently streamlined so that it could be lowered rapidly through the water ...
Page 63
... apparatus . The tests were terminated when the ship's cable became coiled around the apparatus during recovery and the apparatus was raised inverted Gulf of Mexico , 1969 The apparatus was used for three tests in 95 m ( 312 ft ) of ...
... apparatus . The tests were terminated when the ship's cable became coiled around the apparatus during recovery and the apparatus was raised inverted Gulf of Mexico , 1969 The apparatus was used for three tests in 95 m ( 312 ft ) of ...
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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Common terms and phrases
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