STCT-2 Dynamic cone penetrometers


Offer price breaks when you order a larger quantify.

Leading time would be depends on our work efficiency and delivery schedule, usually within 2 business days.

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The tool workbench is made of aluminum profiles as raw materials, using a variety of aluminum profiles, cutting precision, It is easy to process, and the surface is not rusty. It can be combined with various materials and accessories to assemble into various Various styles of workbenches are beautiful and portable, easy to disassemble and assemble, flexible to adjust, and can be customized on demand.

It does not require maintenance and is widely used in various industrial production industries.

safety & guarding

Aluminum profile small shield Product classification: Industrial fence/protection case The whole is made of aluminum profile 4040 and frosted pc board. The overall appearance is beautiful and atmospheric, relatively stable, and the size can be customized according to requirements

Machine Enclosure Machine Frame

The automobile inspection fixture frame is assembled with aluminum profiles and accessories, and the product is designed according to customer requirements Appropriate frame structure, using heavy-duty profiles and supporting connectors, beautiful products , Atmosphere, high strength, please consult APS online customer service for details

Dynamic Cone Penetrometer | Myers Associates,

Home / Soil_Field / Penetrometers / Dynamic Cone Penetrometer Dynamic Cone Penetrometer The dynamic cone penetrometer (DCP) uses a 15lb steel mass falling 20 inches that strikes the anvil to cause penetration of a 1:5″ diameter cone that has been seated in the bottom of a hand augered hole:

Dynamic Cone Penetrometers | Soil Penetration

Dynamic Cone Penetrometer: what and how Dynamic Cone Penetrometer- or DCP- is an instrument utilized for assessing the quality of soils nearby: It likewise assists with observing the state of granular layers and subgrade soils in asphalt segments after some time:

Evaluation of the dynamic cone penetrometer to detect

Cone penetrometer testing (CPT) is a popular method to detect compaction under vehicle traffic in a range of soil conditions_ However, traditional CPT equipment is unsuitable for large,scale use due to its expense and bulk_ Dynamic penetrometers circumvent this issue by being inexpensive and man,portable_

Potential Applications of Dynamic and Static Cone

This report discusses the current applications of the dynamic and static cone penetrometers in pavement design and construction: The dynamic cone penetrometer (DCP) is the most versatile rapid- in situ evaluation device currently available: Correlations to CBR- unconfined compressive strength- resilient modulus- and shear

Dynamic Cone Penetrometer Test Set ... - Humboldt Mfg.

Dynamic Cone Penetrometer Test Set without Augers The H-4202X DCP test set without the augers 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 Cone Penetration Test For Soil Resistance | Udemy

Most DCPT devices (known as dynamic cone penetrometers) are strictly mechanical in operation, requiring the operator to lift a moderately heavy ring| or cylinder|shaped weight (the hammer) and release it repeatedly_ the operator or an assistant must also record the penetration data based on visual measurements.

hydraulic penetrometer, hydraulic penetrometer ... -

STCT-2 Dynamic cone penetrometers US $180.00-$210.00/ Piece 1.0 Pieces (Min Order) 12 YRS Shanghai Civil &: Road Instrument Co.- Ltd.

Standard Test Method for Use of the Dynamic Cone Penetrometer

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.

Operation of the Dynamic Cone Penetrometer -

Instructs you on the Minnesota Department of Transportation's methods of DCP operation, maintenance, and test results analysis (2000)