The Pagani TG63-150 is the most popular CPTu machine in the world having sold over 1000 machines in 86 different countries. Developed over the last 30 years, Pagani Geotechnical have pioneered small relatively lightweight (1100kg) tracked CPTu rigs that provide an unmatched pushing testing force of 16tons due to their unique mast with ...

In the Cone Penetration Test (CPT), a cone on the end of a series of rods is pushed into the ground at a constant rate and continuous measurements are made of the resistance to penetration of the cone and of a surface sleeve.

Quality static penetrometer equipment: precise cones, robust rods and innovative accessories. Perform CPT and SCPT tests reliably and accurately.

The stand-alone CPT penetrometer pusher set composes of a 200 kN penetrometer pusher featuring 2 hydraulic cylinders with manually operated valves, a diesel-hydraulic power-pack with a Hatz diesel engine and hydraulic pump, trolley for the transport of tubes and anchors, an hydraulic wrench and a set ground anchors.

A cone penetration test with pore water pressure measurement, or CPTU, is a static penetration test with water pressure measurement. The main purpose of CPT (CPTU) testing is to identify subsurface conditions: classify soil, detect layers and measure strength, determine deformation characteristics and the permeability of foundation soils.

The piezocone penetration test (CPTu) is a in situ testing method used to determine the geotechnical engineering properties of soils and assessing subsurface stratigraphy, relative density, strength and equilibrium groundwater pressures.

In the background, the structure of the pushing equipment can be seen, anchored to the ground by a set of augers, in order to achieve the necessary reaction for the hydraulic jacks to drive the cone and the rods through the soil. An alternative reaction system can be achieved using concrete blocks (heavy weight).

孔压静力触探（CPTU）能实测锥尖阻力qc，侧 壁摩阻力f s 和孔隙水压力u等参数，能非常直观地反 映土类的变化，因此土分类一直是CPTU的主要工程

2020年5月20日 · This paper presents a comparison of geotechnical soil testing with the use of Piezocone Penetration Test (CPTu) and Dynamic Probing Heavy (DPH) in a uniform coarse-grained medium located in southwest part of Poland. The soil medium was identified in detail.

The piezocone penetration test (CPTU) has an instrumented probe with a 60° apex and 35.7 or 44 mm diameter on the end of a series of rods. The probe is pushed into the ground at a constant rate of 20 mm/sec measuring tip resistance (qc), friction sleeve stress (fs), and pore pressure (u).