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A Method of Measuring Pavement Profile Curve by Cholesky Decomposition

A profile and curve technology, which is applied in the field of measuring road profile curves, can solve problems such as difficult to directly calculate road profile curves, low measurement speed efficiency, and unavoidable trend items, etc., to avoid low efficiency problems, simple structure, and environment good adaptability

Active Publication Date: 2021-03-19
JIANGXI UNIV OF TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

Level height measurement method, the measurement process is simple, the measurement result is stable, but the measurement speed is low
The measurement speed of the 3-meter ruler measurement method is faster than that of the level measurement method, but the wavelength range is small
The laser measurement method of road surface roughness based on inertial reference has high measurement accuracy and fast measurement speed, but it is difficult to avoid the existence of trend items due to the random walk in dead reckoning
[0004] Using the follow-up reference, the distance from the straight beam to the road can be measured through three distance measuring sensors, and the vector distance can be calculated, which can get rid of the troubles of zero point, gain drift and vehicle-wheel-road coupling, but it is limited by the structural size, so it is not easy to directly Estimated Pavement Profile Curve

Method used

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  • A Method of Measuring Pavement Profile Curve by Cholesky Decomposition
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  • A Method of Measuring Pavement Profile Curve by Cholesky Decomposition

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Embodiment Construction

[0028] Embodiments of the present invention are described in detail below, examples of which are shown in the drawings, wherein the same or similar reference numerals designate the same or similar elements or elements having the same or similar functions throughout. The embodiments described below by referring to the figures are exemplary only for explaining the present invention and should not be construed as limiting the present invention.

[0029] These and other aspects of embodiments of the invention will become apparent with reference to the following description and drawings. In these descriptions and drawings, some specific implementations of the embodiments of the present invention are specifically disclosed to represent some ways of implementing the principles of the embodiments of the present invention, but it should be understood that the scope of the embodiments of the present invention is not limited by this limit. On the contrary, the embodiments of the present...

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Abstract

The invention discloses a method for measuring a pavement profile curve through Cholesky decomposition. The method comprises the steps that the starting point pavement elevation q(0) and the terminalpoint pavement elevation q(n) are collected, and the midpoint vector distance v(i) between a starting point and a terminal point is measured, wherein i=1,..., n-1; a midpoint vector distance sequence{v(i)|i=1,..., n-1} is taken as input, a path line {tilde{q}(i)|i=1,..., n-1} is calculated through a root-squaring method; the starting point elevation q(0) and the terminal point elevation q(n) aresubstituted, and the pavement profile curve {q(i)|i=1,..., n-1} is calculated. According to the method, the pavement profile curve is calculated through the starting point elevation, the terminal point elevation and the midpoint vector distance between the starting point and the terminal point, the problem of low efficiency of a level gauge elevation measuring method and the problem of trend termof a pavement unevenness laser measuring method based on inertial reference are avoided, and a measuring device is simple in structure and good in environmental adaptability.

Description

technical field [0001] The invention relates to the technical field of road traffic, in particular to a method for measuring the profile curve of a road surface through Cholesky decomposition. Background technique [0002] The height q of the road surface relative to the datum plane and the change q(I) along the length I of the road are called the road surface profile curve or roughness function. Pavement profile curves have numerical characteristics that affect vehicle dynamics, ride quality, and road dynamic loads. Since the pavement profile curve is a random signal, a definite mathematical relationship cannot be given, so the pavement roughness is often described by statistical features. The road roughness power spectrum method (power spectral density, PSD method) and the international roughness index (international roughness index, IRI) are currently the main methods for evaluating road surface roughness. Among them, the PSD method is mostly used in the field of vehicle...

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01C23/01G06F17/11
CPCE01C23/01G06F17/11
Inventor 魏晖
Owner JIANGXI UNIV OF TECH