Katalog Produk

Keterangan

SONDIR HYDRAULIC 10 TON - Hydraulic Dutch Cone Penetrometer ( Sondir) , For determining cone resistance and friction resistance of soil layers. Type Part Name Specification Qty
STE-151 Dutch cone Steel construction, manually operated 10 Ton Cap 1 Unit
STE-152 Sounding Rod Machined steel, 36 mm od., 20 Pcs
1 mtr length tappered thread
STE-153 Plunger Rod Round bar, 15 mm dia, 1 mtr length 20 Pcs
STE-154 Push Adaptor Machined steel 1 Pc
STE-155 Pull Adaptor Machined steel 1 Pc
STE-156 Spiral Anchor Machined steel, welded 1.5 mtr length 4 Pcs
STE-157 Handle And T-Piece Machined steel, welded 1 Pc
STE-158 Mantle Cone Precision machined steel, hardened tip, 1 Pc
tapered thread, 60 angle 35.7 mm dia.
STE-159 Friction Cone Precision machined steel, hardened tip, 1 Pc
tapered thread , 60 angle 35.7 mm dia.
STE-160 Wrenches Steel box case, complete with accesories 1 Set
STE-161 Fasten Press - Consist of : Beam cannal
STE-161.1 Long Fasten Press 1.5 mtr length, 8 cm width 2 Pcs
STE-161.2 Short Fasten Press 1 mtr length, 12 cm width 2 Pcs
GTE-110 Pressure Gauge 60 kg/ cm capacity, Calibrated 1 Pc
GTE-112 Pressure Gauge 1000 kg/ cm capacity, Calibrated 1 Pc
Weight : 570 kg

The Dutch cone penetration test ( DCP) , is a versatile sounding method than can be used to estimate soil properties and determine the type of materials. This is also known as the static penetration test. The cone penetration measures the cone resistance ( qc) and the frictional resistance ( fc) incrementally.
The Dutch Cone Penetrometer Tests ( CPT) . This test involves forcing a cone into the ground and measuring the rate of pressure needed for each increment of penetration.

( 1) Resistance. For the Dutch Cone, resistance to penetration is the sum of point resistance and frictional resistance on the sides of the shaft. The more sophisticated systems can differentiate between the point and frictional components of the resistance, and the ratio between frictional and point resistance ( Friction Ratio) is one aid in differentiating between various soil types. Clean sands generally exhibit very low ratios ( low friction component in comparison to point resistance) , while an increase in clay content will usually result in a higher ratio, more often the result of a reduction in point resistance rather than an increase in frictional component.

( 2) Correlations. Correlations have been developed for the cone penetration test with bearing capacity, relative density of sands, strength and sensitivity of clays and overconsolidation, as well as with SPT values and pile design parameters