PLATEMAN English Manual V4.docx / 2015 / Page 3
SECTION 1 : INTRODUCTON
1.1 GENERAL DESCRIPTION OF THE SYSTEM
Thank you for purchasing your PLATEMAN plate load testing system. The
PLATEMAN is brings the standard Plate Load Test up to date at last, with benefits for
both users and clients in terms of rapid testing, instant results and accurate
measurements. The PLATEMAN is a battery powered, wireless, auto logging test
system complete with reporting software.
Test results are viewed in real time as the test progresses and results can be viewed
instantly on site. The operator simply enters the required load, the number of
increments and cycles and presses the go button. The handheld rugged PDA then
prompts the operator when to increase the load and when to hold and release it.
Load and displacement measurements are recorded using wireless load cell and
digital displacement transducers and transmitted to the PDA in real time. The
operator never has to enter the potentially dangerous area below the reaction load to
take readings. After the test is completed, the data can be analysed and re-viewed
instantly on site, including calculation of estimated CBR.
The system includes a lightweight, modular, adjustable height, reference beam, that
the transducers and wireless connection module hang off. This is easily transportable
around site speeding up the testing process.
Data is downloaded to a PC using the PLATEMAN PC software, which analyses
data and produces detailed test reports, that can be printed out or transmitted
electronically to the client.
1.2 TEST METHOD
The Plate Load test is designed to determine the vertical deformation and
strength characteristics of soil by assessing the force and amount of
penetration with time when a rigid plate is made to penetrate the soil.
The method may be used to evaluate the ultimate bearing capacity, the shear
strength and deformation parameters of the soil beneath the plate without
entailing the effects of sample disturbance.
Testing may be carried out at the ground surface, in pits or in trenches in
accordance with BS1377: Part 9: 1990.