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Equipment tagged with [shear strength]
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<p>Designed to evaluate soil trafficability and manufactured to Corps of Engineers specifications. The factory calibrated dial indicator reads directly in psi. Includes 30 degree cone with 1/2 sq. in. base area; 150 Ib capacity proving ring; a dial indicator ...
Filed under:
Laboratory Testing -
Soil Testing
<p>The test is based on the relationship between the moisture content at which clay soils pass from a plastic to a liquid state. This value is obtained from the penetration capacity of the standard cone allowed to free fall into the sample for a period of ...
Filed under:
Laboratory Testing -
Soil Testing
<p>Designed to evaluate soil trafficability and manufactured to Corps of Engineers specifications. The factory calibrated dial indicator reads directly in psi. Includes 30 degree cone with 1/2 sq. in. base area; 150 Ib capacity proving ring; a dial indicator ...
Filed under:
Laboratory Testing -
Soil Testing
<p>The H-4202X DCP Test Set without an auger set. The H-4202 set includes; (1) standard hammer assembly (H-4202.1), (1) heat-treated 45° cone penetrometer point with a 1 ft. adapter rod (H-4202.3), (4) 2.5 ft. E drill rod extensions (H-4202.225). The Dynamic ...
Filed under:
Laboratory Testing -
Soil Testing
<p>The HS-4210 Digital, Static Cone Penetrometer (DSCP), with its large, digital readout, makes testing and recording readings easy. The DSCP can be used to evaluate soil consistency by determining the soil's level of compaction and/or the bearing capacity. ...
Filed under:
Laboratory Testing -
Soil Testing
The Dynamic Back Pressured Shearbox (GDSBPS) is used for static and dynamic direct shear testing on soil specimens with control of sample pore pressures. The control of pore pressure during direct shear testing allows real-world situations to be modelled in ...
Filed under:
Laboratory Testing -
Soil Testing
<p>The Dynamic Cone Penetrometer (DCP), originally developed by George Sowers, uses a 15 lb steel mass falling 20 in. to strike an anvil to penetrate a 1.5 in. diameter 45° (vertex angle) cone that has been seated in the bottom of a hand-augered hole. The ...
Filed under:
Laboratory Testing -
Soil Testing
A cylindrical soil specimen is laterally confined by Teflon coated low friction retaining rings, ensuring a constant cross sectional area. Vertical displacement may be prevented whilst shear force loading is applied, therefore constant volume conditions are ...
Filed under:
Laboratory Testing -
Soil Testing
The Electromechanical Dynamic Triaxial Testing System (DYNTTS) is a combined triaxial cell and dynamic actuator, the axial force and axial deformation being applied through the base of the cell. The cell itself is screw-driven from an integral base unit housing ...
Filed under:
Laboratory Testing -
Soil Testing
The GDS Enterprise level Dynamic triaxial testing system has been designed to fulfill the demand within the geotechnical laboratory testing industry for a lower cost, more basic dynamic triaxial testing system. ELDYN provides a simple route to allow cyclic ...
Filed under:
Laboratory Testing -
Soil Testing