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Static cone penetration test-basics
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Static cone penetration test-basics
1.
STATIC CONE PENETRATION TEST
2.
INTRODUCTION Cone Sleeve
Driving force Procedure Interpretation of results
3.
CONE (DUTCH CONE)
Base area = 10 cm2 Apex angle = 600 To measure tip resistance Related to un-drained shear strength
4.
CONE Diameter =
35.7 < d < 36 (mm) Cone height = 31 < hc < 31.3 (mm) Cylindrical extension = 4.5 < he < 5.5 (mm)
5.
CONE (10 cm2)
6.
CONE (15 cm2)
7.
CYLINDRICAL SLEEVE Area
= 150 cm2 Height ~ 13.4 cm To measure frictional resistance
8.
PROCEDURE Cone pushed
@ 10 mm/sec (35 mm) (Soil Mechanics and Foundation Engg: Dr:K R Arora) Cone withdrawn & sleeve pushed on to the cone and driven together.
9.
CONE PENETROMETER
10.
HAND OPERATED (30kN)
11.
ENGINE OPERATED (200kN)
12.
CPT LOG hyperlink.pdf
13.
ADVANTAGES DISADVANTAGES Speed
Economy Detailed & precise data Soil sample not obtained Depth limited Most useful in coarser, permeable soils ie: sands
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