Abstract:This paper discusses an application of fuzzy logic as an organizational framework for a knowledge-based interpretation system in the domain of geotechnical engineering. The specific task involves the interpretation of data from a cone penetrometer (CPT), a field exploration device used in geotechnical engineering to provide soil stratigraphy ~nformation and other characterizations of soil behaviour. In geotechnical engineering, more than in most other fields of civil engineering, it is necessary to reason with… Show more
“…Current PMS decision processes essentially use fuzzy logic unofficially in roadway assessments and treatment selection. Fuzzy logic has been successfully implemented since the 1970s in the following areas: the engineering of automobiles, bridge structural condition ratings, pavement distress evaluation, pavement management, asphalt pavement evaluation, pavement friction testing, and the geotechnical field (17,(21)(22)(23)(24)(25)(26)(27)(28)(29)(30)(31)(32)(33)(34)(35)(36)(37).…”
The Louisiana Department of Transportation and Development (DOTD) conducted a research project with the rolling wheel deflectometer (RWD) on approximately 1,400 mi of asphalt concrete roadways. The major outcomes of the study were evaluation of the effectiveness of the RWD as a structural assessment tool on Louisiana highways and the introduction of the RWD index (RI). The purpose of this study was to define RI ranges for treatment selections or pavement structural conditions linked to current methods of the Louisiana DOTD's pavement management system; multivariate (factor analysis) and descriptive [analysis of variance (ANOVA)] statistical methods and fuzzy logic functions were used. The factor analysis revealed that the RI could be used as a single index for assessing pavement structural conditions. ANOVA revealed that the RI could not be used to establish the four treatment methods typically used by the Louisiana DOTD but that it could be used to infer whether a pavement was structurally sound or deficient. If the pavement were determined to be structurally deficient, additional structural evaluation, such as with a falling weight deflectometer, would be required. Fuzzy logic and set theory were used to establish fuzzy functions for structurally sound and structurally deficient pavement conditions along with RI threshold ranges per thickness group. Equations were derived to produce RI threshold values for pavement thicknesses less than 12 in. The equations may be used for pavements thicker than 12 in., but with caution. For large segments of roadways, algorithms were used to assess whether pavements were structurally sound or structurally deficient on the basis of RI.
“…Current PMS decision processes essentially use fuzzy logic unofficially in roadway assessments and treatment selection. Fuzzy logic has been successfully implemented since the 1970s in the following areas: the engineering of automobiles, bridge structural condition ratings, pavement distress evaluation, pavement management, asphalt pavement evaluation, pavement friction testing, and the geotechnical field (17,(21)(22)(23)(24)(25)(26)(27)(28)(29)(30)(31)(32)(33)(34)(35)(36)(37).…”
The Louisiana Department of Transportation and Development (DOTD) conducted a research project with the rolling wheel deflectometer (RWD) on approximately 1,400 mi of asphalt concrete roadways. The major outcomes of the study were evaluation of the effectiveness of the RWD as a structural assessment tool on Louisiana highways and the introduction of the RWD index (RI). The purpose of this study was to define RI ranges for treatment selections or pavement structural conditions linked to current methods of the Louisiana DOTD's pavement management system; multivariate (factor analysis) and descriptive [analysis of variance (ANOVA)] statistical methods and fuzzy logic functions were used. The factor analysis revealed that the RI could be used as a single index for assessing pavement structural conditions. ANOVA revealed that the RI could not be used to establish the four treatment methods typically used by the Louisiana DOTD but that it could be used to infer whether a pavement was structurally sound or deficient. If the pavement were determined to be structurally deficient, additional structural evaluation, such as with a falling weight deflectometer, would be required. Fuzzy logic and set theory were used to establish fuzzy functions for structurally sound and structurally deficient pavement conditions along with RI threshold ranges per thickness group. Equations were derived to produce RI threshold values for pavement thicknesses less than 12 in. The equations may be used for pavements thicker than 12 in., but with caution. For large segments of roadways, algorithms were used to assess whether pavements were structurally sound or structurally deficient on the basis of RI.
“…Otherwise, adjustments have to be made to the resulting fuzzy set to ensure its convexity for making the task of transforming a computed fuzzy set into natural language expression easier. Further, another adjustment that is often made to a fuzzy set is the normalization operation to ensure that at least one of the elements of the set contains the degree of membership of one, as suggested by Mullarky and Fenves (1985). On the other hand, accuracy of resolution identity technique depends on refinement of the concerned sets through -level which has a direct impact on computational time.…”
“…CONE [MuHarkey, 1986;Mullarkey and Fenves, 1986] is a development prototype KBS, for the interpretation of raw Cone Penetration Test data (measuring the resistance generated by pushing a cone into the ground).…”
Section: Kbs In Geotechnical Engineeringmentioning
A knowledge-based system for the estimation of geotechnical properties. The full-text may be used and/or reproduced, and given to third parties in any format or medium, without prior permission or charge, for personal research or study, educational, or not-for-prot purposes provided that:• a full bibliographic reference is made to the original source• a link is made to the metadata record in Durham E-Theses• the full-text is not changed in any way The full-text must not be sold in any format or medium without the formal permission of the copyright holders.
STATEMENT OF COPYRIGHTThe copyright of this thesis rests with the author. No quotation from it should be published without his prior written consent and information derived from it should be acknowledged.
ABSTRACTGround properties are mainly evaluated from direct measurements obtained from either laboratory or field tests. As an alternative, or in conjunction with test measurements, ground properties can also be estimated from correlations and published summaries of "typical" values. The advantages of their use are that both are simple, easy to use and they provide a cheap, if crude, means for the rapid estimation of ground properties.A knowledge-based system has been developed to provide a tool for storing and using correlations and "typical" values for the estimation of ground properties. The system was implemented in the ProKappa software, running under X windows on a Sun Spark 2 workstation. The system developed is intended to provide geotechnical engineers with a decision-support tool and to demonstrate the applicability of knowledge-based system technology to the ground property evaluation problem.
scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.