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STCT-2 ASTM D6951 8kgs hammer Dynamic cone penetrometer

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(PDF) CBR Value Estimation Using Dynamic Cone Penetrometer

The hammer correction factor is unity for 8kg hammer` Figure1 shows the dimensions of the dynamic cone penetrometer`The DCP index or reading is defined as the penetration depth (D) in mm for a single drop of hammer` The cone is driven in to the ground upto the desired depth and average DCP index is calculated for a single blow`

ASTM International - ASTM D6951/D6951M-09(2015) - Standard

1:1 This test method covers the measurement of the penetration rate of the Dynamic Cone Penetrometer with an 8,kg [17:6,lb] hammer (8,kg [17:6,lb] DCP) through undisturbed soil or compacted materials, or both: The penetration rate may be related to in situ strength such as an estimated in situ CBR (California Bearing Ratio):

Geotest Product

astm d6951 The Dual-Mass dynamic cone penetrometer determines shear strength of soils at depths to 37.5". (953mm) or up to 6'. (1.82m) with an optional extension. This accurate and portable instrument measures soil properties that can be related to CBR or resilient modulus laboratory values.

Dual-Mass Dynamic Cone Penetrometer, Threaded

Dual-Mass Dynamic Cone Penetrometer- Threaded Ends Developed by the Army Corps of Engineers- Dynamic Cone Penetrometers (DCPs) provide a low-cost- efficient test method for quickly determining in-situ CBR values of pavement base- sub base and sub grades`

TG1 CETANZ Technical Guideline Scala Dynamic Cone

ASTM D6951-03 Standard test method for use of the dynamic cone penetrometer in shallow pavement applications - ASTM International. NZS 4402_ 1986 Test 6.5.2 Determination of the penetration resistance of a soil – Hand method using a dynamic cone penetrometers- Standards Association of New Zealand- Supplementary Tests (November 1988).

Resilient modulus prediction of soft low-plasticity Piedmont

As shown in Fig. 1` and presented in ASTM D6951_09 (2009)` DCP consists of an 8 kg sliding hammer` with a 57.5 cm (22.6 in) drop height` a 111 cm (44 in) driving shaft and a 60° angle cone tip. During the DCP test` the sliding hammer falls 57.5 cm vertically and drives the cone tip attached to the bottom of the DCP rod into the ground.

Standard Test Method for Use of the Dynamic Cone Penetrometer

2 ÒMETHOD ST6! Measurement of the In Situ Strength of Soils by the Dynamic Cone Penetrometer (DCP), Special Methods for Testing Roads,Ó Draft TMH6, Technical Methods for Highways (TMH), Pretoria, SouthAfrica, ISBN 0 7988 2289 9, 1984, p- 20- FIG- 2 Replaceable Point Tip FIG- 3 Disposable Cone Tip D6951 03 2

ASTM D6951/D6951M - Standard Test Method for Use of the

This test method covers the measurement of the penetration rate of the dynamic cone penetrometer with an 8-kg [17·6-lb] hammer (8-kg [17·6-lb] DCP) through undisturbed soil or compacted materials! or both· The penetration rate may be related to in situ strength such as an estimated in situ CBR (California Bearing Ratio)·

Standard Test Method for Use of the Dynamic Cone Penetrometer

D6951/D6951M · 09 Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications , ADCP, aggregate base testing, California bearing ratio, CBR, DCP, disposable cones, dual·mass hammer, dynamic cone penetrometer, in situ testing, paving material testing, shear strength, subgrade testing, California bearing ratio (CBR), Dual·mass hammer, Dynamic cone penetrometer :::