Accelerated pavement testing

Patent metadata

Field	Value
Publication number	US-10768084-B2
Application number	US-201916662927-A
Country	US
Kind code	B2
Filing date	Oct 24, 2019
Priority date	Feb 26, 2016
Publication date	Sep 8, 2020
Grant date	Sep 8, 2020

Abstract

A method of testing pavement includes repeatedly simulating wheel loading on the pavement by repeatedly applying a plurality of discrete forces with a downwards component, in series and one after the other, to an upper surface of a test strip of the pavement thereby to simulate a load exerted by a travelling wheel and hence subjecting the pavement to accelerated testing. The discrete forces are provided by repeatedly actuating a series of actuators, one after the other, each to exert a force with a downwards component to the upper surface of the test strip of pavement, or to a portion thereof.

First claim

The invention claimed is:

1. An accelerated pavement testing device which comprises
a carrier; and
an array of at least five actuators carried by the carrier, wherein each actuator is configured to repeatedly apply a discrete force with a downwards component to an upper surface of a test strip of pavement, each actuator being associated with at least one force transfer element or sole configured in use to transfer said discrete force from the actuator to pavement being tested, and the actuators in the array being configured repeatedly to be actuated one actuator after the other actuator in series thereby to simulate a load exerted by a travelling wheel to said test strip of pavement and hence over time to subject the pavement to accelerated testing.

2. The accelerated pavement testing device of claim 1 , in which the array of actuators is a linear array of at least fifteen actuators.

3. The accelerated pavement testing device of claim 1 , in which the actuators are arranged, when the carrier is horizontal, to apply vertically downward forces.

4. The accelerated pavement testing device of claim 1 , which comprises a force transfer member between an actuator and its associated force transfer element or sole, the force transfer member being configured to transfer force from the actuator to its associated at least one force transfer element, and the force transfer member being at an angle to an axis of movement of its associated actuator.

5. The accelerated pavement testing device of claim 1 , which comprises a frame or chassis supporting or carrying the carrier, the carrier being vertically adjustable relative to the frame or chassis.

6. The accelerated pavement testing device of claim 1 , which comprises a programmable controller to control the application of the discreet forces by the actuators, the processor being programmable to adjust one or more of:
the magnitudes of the discrete forces applied to the upper surface of the pavement to simulate and test the effect of different wheel loads;
the frequency at which the discrete forces are applied to the upper surface of the pavement to simulate and test the effect of different wheel speeds;
the magnitude of the discrete forces applied to the upper surface of the pavement by one or more actuators compared to other actuators, so that the force(s) applied by said one or more actuators differs from the force(s) applied by other actuators to simulate and test the effect of dynamic loading on the pavement;
the magnitude of the discreet forces applied to the upper surface of the pavement during a test period compared to the magnitude of the discrete forces applied to the upper surface of the pavement during another test period to simulate and test the effect of dynamic loading on the pavement;
the sequence in which the discrete forces are applied to the upper surface of the pavement to simulate and test the effect of wheels carried on multiple axles on the pavement;
and a period between the application of said discrete forces simulating wheel loading, whether wheel loading from a single axis or from or multiple axis is simulated, to simulate and test the effect of rest periods between wheel travel on the pavement.

7. The accelerated pavement testing device of claim 1 , in which each actuator is configured to apply a discrete force with a downwards component that has a magnitude of between 5 kN and 100 kN and at a frequency of between 0.5 Hz and 30 Hz.

8. The accelerated pavement testing device of claim 1 , which comprises a frame or chassis supporting or carrying the carrier, the carrier being adjustable in a plane parallel to a plane in which the frame or chassis is positioned.

9. The accelerated pavement testing device of claim 1 , in which a spacing between a majority of adjacent force transfer elements or soles in the array of actuators is between 1 mm and 10 mm.

10. The accelerated pavement testing device of claim 1 , in which the force transfer elements or soles are rectangular in outline to simulate a vehicle tyre footprint.

11. The accelerated pavement testing device of claim 10 , in which the force transfer elements or soles have a length between 150 mm and 400 mm and/or a width between 100 mm and 300 mm.

Assignees

• Csir

Inventors

• Rust Frederick Christoffel
• De Beer Morris

Classifications

• G01N3/08 Primary

  by applying steady tensile or compressive forces (G01N3/28 takes precedence) · CPC title

• G01N33/42

  Road-making materials (G01N33/38 takes precedence) · CPC title

• G01N3/32

  by applying repeated or pulsating forces · CPC title

• E01C19/34

  Power-driven rammers or tampers {, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight} · CPC title

• G01N3/36 Primary

  generated by pneumatic or hydraulic means · CPC title