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Fundamentals of CONE PENETROMETER TEST (CPT) …
• The 60o tip of the cone forces a passive failure of the ground in front of the advancing tip. The instrumented tip senses soil resistance about 21cm (8.4 in) ahead of the advancing tip. • This means that the tip resistance reported as “undrained shear strength” is actually an average value, taken over the zone within 21 cm of the cone ...
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