STCT-2 ASTM D6951 8kgs hammer Dynamic cone penetrometer


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ASTM-D6951, 2003 -

ASTM D6951 Scope: 1:1 This test method covers the measurement of the penetration rate of the Dynamic Cone Penetrometer with an 8,kg hammer (8,kg DCP) through undisturbed soil and/or compacted materials: The penetration rate may be related to in situ strength such as an estimated in situ CBR (California Bearing Ratio):

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

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 ...


ASTM D6951-03 - 10_5_2003 ; Significance and Use; This test method is used to assess in situ strength of undisturbed soil and/or compacted materials_ The penetration rate of the 8-kg DCP can be used to estimate in-situ CBR (California Bearing Ratio), to identify strata thickness, shear strength of strata, and other material characteristics_

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).

AGS – Association of Geotechnical and Geoenvironmental

In 2004, the ASTM D6951|03 Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications described using a DCP with this latest design 5` Typical DCP/TRL Probe` DCP Procedure` The 8 kg free fall hammer is manually lifted and dropped through a height of 575mm`

DCP - Dynamic cone penetrometer , Suelos testing equipment

Dynamic cone penetrometer_ complete set 16.T0012/D Schematic operating principle of 16.T0012/D DESCRIPCIÓN GENERAL This apparatus in used for the rapid in.situ measurement of the structural properties of existing road pavements constructed with unbound materials.


DYNAMIC CONE PENETROMETERS U S E R ’ S M A N UA L eserved by oducts· Inc! A 20175 SALES_ (703) 569-2583 or (800) 569-7303!kesslerdcp!com Meets ASTM D6951 TENT NO! 5·313·825 K-100 Models WITH QUICK CONNECT PIN KSE DCP

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