Matches in SemOpenAlex for { <https://semopenalex.org/work/W623574516> ?p ?o ?g. }
Showing items 1 to 65 of
65
with 100 items per page.
- W623574516 abstract "THE AUTHOR FOUND A NEW METHOD FOR PAVEMENT DEFLECTION STUDY BASED ON SLOPE OF DEFLECTION. THIS NEW BASIS IS DERIVED FROM A TYPICAL DEFLECTION CURVE BY MEANS OF BASIC PRINCIPLES OF THE STRENGTH OF MATERIALS. RESULTS OF FIELD TESTS AND OBSERVATIONS ON TEST HIGHWAYS ARE USED TO SUPPORT THE METHOD. IN VERIFYING ITS RELIABILITY, EXISTING DATA ON TEST HIGHWAYS FROM THE VIRGINIA COUNCIL OF HIGHWAY INVESTIGATION AND RESEARCH ARE UTILIZED. APPROXIMATE SLOPES OF DEFLECTIONS ARE CALCULATED OUT FROM THE DATA ALREADY AVAILABLE. BOTH THE AVERAGE AND THE INDIVIDUAL SLOPE OF DEFLECTIONS ARE USED FOR CORRELATION STUDY. THE AVERAGE SLOPE OF DEFLECTIONS ARE PLOTTED VERSUS THE TOTAL THICKNESS OF ASPHALT LAYERS. IN STUDYING THE INDIVIDUAL SLOPE OF DEFLECTION, CAREFUL VISUAL INSPECTIONS OF PAVEMENTS CONDITIONS AT OR CLOSELY NEAR EACH TEST SITE WERE MADE. A STATISTICAL ANALYSIS FOLLOWED THEN AND THE PROBABILITY OF PAVEMENT CRACKING IS PLOTTED VERSUS INDIVIDUAL SLOPE OF DEFLECTION. A DISTINCT RELATIONSHIP BETWEEN SLOPE OF DEFLECTION AND THE PROBABILITY OF PAVEMENT CRACKING IS PRESENTED. FOR CORRELATION STUDY OF THE AVERAGE SLOPE OF DEFLECTION, FORTY /40/ TEST PROJECTS ARE USED. AMONG THOSE, THIRTY-NINE OF THEM, BOTH WITH OR WITHOUT STABILIZATION IN SUB-BASE, FOLLOW THE CRITERIA. ONE TEST ROAD, CONSISTING OF A MORE RIGID BASE IS THE ONLY EXCEPTION. TWO SUGGESTIONS FOR SECURING MORE ACCURATE DATA ARE ALSO MENTIONED. FINALLY, THE AUTHOR HOPES THAT THIS ARTICLE WILL BE REGARDED NOT AS AN END BUT AS A GOOD BEGINNING TO ENCOURAGE OTHER ENGINEERS TO SET UP MORE EXPERIMENTAL PROJECTS ALONG SIMILAR LINES TO THE AUTHORS THESIS AND TO REPORT THEIR FINDINGS IN THE NEAR FUTURE. /AUTHOR/" @default.
- W623574516 created "2016-06-24" @default.
- W623574516 creator A5022162174 @default.
- W623574516 date "1967-01-01" @default.
- W623574516 modified "2023-09-27" @default.
- W623574516 title "A NEW METHOD IN CORRELATION STUDY OF PAVEMENT DEFLECTION AND CRACKING" @default.
- W623574516 hasPublicationYear "1967" @default.
- W623574516 type Work @default.
- W623574516 sameAs 623574516 @default.
- W623574516 citedByCount "3" @default.
- W623574516 crossrefType "journal-article" @default.
- W623574516 hasAuthorship W623574516A5022162174 @default.
- W623574516 hasConcept C115903868 @default.
- W623574516 hasConcept C120665830 @default.
- W623574516 hasConcept C121332964 @default.
- W623574516 hasConcept C127313418 @default.
- W623574516 hasConcept C127413603 @default.
- W623574516 hasConcept C159985019 @default.
- W623574516 hasConcept C16910744 @default.
- W623574516 hasConcept C187320778 @default.
- W623574516 hasConcept C192562407 @default.
- W623574516 hasConcept C2781355719 @default.
- W623574516 hasConcept C33923547 @default.
- W623574516 hasConcept C58396970 @default.
- W623574516 hasConcept C66938386 @default.
- W623574516 hasConceptScore W623574516C115903868 @default.
- W623574516 hasConceptScore W623574516C120665830 @default.
- W623574516 hasConceptScore W623574516C121332964 @default.
- W623574516 hasConceptScore W623574516C127313418 @default.
- W623574516 hasConceptScore W623574516C127413603 @default.
- W623574516 hasConceptScore W623574516C159985019 @default.
- W623574516 hasConceptScore W623574516C16910744 @default.
- W623574516 hasConceptScore W623574516C187320778 @default.
- W623574516 hasConceptScore W623574516C192562407 @default.
- W623574516 hasConceptScore W623574516C2781355719 @default.
- W623574516 hasConceptScore W623574516C33923547 @default.
- W623574516 hasConceptScore W623574516C58396970 @default.
- W623574516 hasConceptScore W623574516C66938386 @default.
- W623574516 hasLocation W6235745161 @default.
- W623574516 hasOpenAccess W623574516 @default.
- W623574516 hasPrimaryLocation W6235745161 @default.
- W623574516 hasRelatedWork W111512837 @default.
- W623574516 hasRelatedWork W1528892403 @default.
- W623574516 hasRelatedWork W1577829951 @default.
- W623574516 hasRelatedWork W2005484995 @default.
- W623574516 hasRelatedWork W2079127163 @default.
- W623574516 hasRelatedWork W2088936794 @default.
- W623574516 hasRelatedWork W220449518 @default.
- W623574516 hasRelatedWork W2249779184 @default.
- W623574516 hasRelatedWork W2393354156 @default.
- W623574516 hasRelatedWork W2473837204 @default.
- W623574516 hasRelatedWork W2740880471 @default.
- W623574516 hasRelatedWork W2943346968 @default.
- W623574516 hasRelatedWork W579380787 @default.
- W623574516 hasRelatedWork W615019407 @default.
- W623574516 hasRelatedWork W619014428 @default.
- W623574516 hasRelatedWork W634149738 @default.
- W623574516 hasRelatedWork W643073572 @default.
- W623574516 hasRelatedWork W644953279 @default.
- W623574516 hasRelatedWork W645157609 @default.
- W623574516 hasRelatedWork W650181453 @default.
- W623574516 isParatext "false" @default.
- W623574516 isRetracted "false" @default.
- W623574516 magId "623574516" @default.
- W623574516 workType "article" @default.