Matches in SemOpenAlex for { <https://semopenalex.org/work/W176048614> ?p ?o ?g. }
Showing items 1 to 70 of
70
with 100 items per page.
- W176048614 abstract "AFTER A DISCUSSION OF EARLIER STUDIES OF TRANSVERSE CRACKING OF BITUMINOUS PAVEMENTS, A DISCUSSION IS GIVEN OF THIS INVESTIGATION WHICH WAS DESIGNED TO SURVEY EXISTING PAVEMENTS WHERE CONTRASTING TYPES OF TRANSVERSE CRACKING OCCURRED WITHIN CLOSE PROXIMITY TO EACH OTHER, EITHER ON THE SAME OR DIFFERENT PAVING CONTRACTS, WITH THE OBJECTIVE OF IDENTIFYING THOSE FACTORS WHICH DIFFERED BETWEEN THE TWO AND CAUSED THE CRACKING. CRACK COUNTS WERE MADE AT EACH AREA AND SAMPLES OF THE PAVEMENT, THE SURFACING AND ALL UNDERLYING LAYERS DOWN TO AND INCLUDING THE SUBGRADE WERE TAKEN. COMPLETE LABORATORY ANALYSES WERE MADE ON ALL MATERIALS SAMPLED FROM THE ROAD. IT WAS HOPED THAT AN ANALYSIS OF THE RESULTS FROM PAIRS OF CONTRACTS FROM THE SAME LOCALITY, WHICH SHOWED DIFFERING DEGREES OF CRACKING, MIGHT INDICATE THE FACTORS RESPONSIBLE FOR CRACKING. IF THIS COULD NOT BE DETERMINED, THEN AN ANALYSIS OF THE OVERALL RESULTS SHOULD SHOW WHAT FACTORS HAD THE GREATEST INFLUENCE ON THE OVERALL CRACKING PICTURE. THE DATA RESULTING FROM ANALYSIS OF THE MATERIALS, TAKEN FROM EACH TEST LOCATION, PRESENTED A SOMEWHAT CONFUSING PICTURE. IT WAS OBVIOUS THAT SEVERAL DIFFERENT FACTORS WERE INTERACTING TO CAUSE THE CRACKING AND THAT A MATHEMATICAL TECHNIQUE WOULD HAVE TO BE USED TO DETERMINE WHAT THEY WERE. A MODEL WAS ALSO NECESSARY TO DESCRIBE THE OBSERVED PHENOMENA AND, IF POSSIBLE, PREDICT CRACKING BEHAVIOR OF PAVEMENTS. SEVERAL METHODS WERE AVAILABLE SUCH AS FACTOR ANALYSIS, MULTIPLE REGRESSION, AND STEPWISE MULTIPLE REGRESSION ANALYSIS. THE FOLLOWING CONCLUSIONS HAVE BEEN DRAWN FROM THE RESULTS OF THE STUDY: (1) TRANSVERSE CRACKING IS LARGELY A TEMPERATURE PHENOMENON. THE CRACKING IS MORE SEVERE IN AREAS OF HIGH FREEZING INDEX. (2) ASPHALTS OF GOOD FLOW PROPERTIES AT LOW TEMPERATURE LEAD TO PAVEMENTS WHICH DISPLAY FEWER TRANSVERSE CRACKS. (3) THE TRANSVERSE CRACKING OF BITUMINOUS PAVEMENTS CAN BE REDUCED OR RETARDED BY USING SOFTER ASPHALTS OR ASPHALTS OF LOWER TEMPERATURE SENSITIVITY. (4) THE STIFFNESS MODULUS OF THE BITUMINOUS CONCRETE AT LOW WINTER TEMPERATURES IS IS THE MAJOR FACTOR GOVERNING TRANSVERSE CRACKING. THE GRADATION OF THE BASE AND SUBBASE MATERIAL HAS A SMALL EFFECT, BUT THE MAJOR EFFECT IS CONCENTRATED IN THE BITUMINOUS PAVEMENT. A DISCUSSION IS INCLUDED WHICH DEALS WITH VARIOUS QUESTIONS ARISING FROM THIS INVESTIGATION." @default.
- W176048614 created "2016-06-24" @default.
- W176048614 creator A5022924768 @default.
- W176048614 creator A5058835708 @default.
- W176048614 date "1972-01-01" @default.
- W176048614 modified "2023-09-23" @default.
- W176048614 title "A STUDY OF TRANSVERSE CRACKING OF BITUMINOUS PAVEMENTS WITH DISCUSSION" @default.
- W176048614 hasPublicationYear "1972" @default.
- W176048614 type Work @default.
- W176048614 sameAs 176048614 @default.
- W176048614 citedByCount "2" @default.
- W176048614 crossrefType "journal-article" @default.
- W176048614 hasAuthorship W176048614A5022924768 @default.
- W176048614 hasAuthorship W176048614A5058835708 @default.
- W176048614 hasConcept C105795698 @default.
- W176048614 hasConcept C127413603 @default.
- W176048614 hasConcept C152877465 @default.
- W176048614 hasConcept C154954056 @default.
- W176048614 hasConcept C159985019 @default.
- W176048614 hasConcept C168056786 @default.
- W176048614 hasConcept C182377489 @default.
- W176048614 hasConcept C187320778 @default.
- W176048614 hasConcept C192562407 @default.
- W176048614 hasConcept C3020080851 @default.
- W176048614 hasConcept C33923547 @default.
- W176048614 hasConcept C58396970 @default.
- W176048614 hasConcept C66938386 @default.
- W176048614 hasConcept C77595967 @default.
- W176048614 hasConceptScore W176048614C105795698 @default.
- W176048614 hasConceptScore W176048614C127413603 @default.
- W176048614 hasConceptScore W176048614C152877465 @default.
- W176048614 hasConceptScore W176048614C154954056 @default.
- W176048614 hasConceptScore W176048614C159985019 @default.
- W176048614 hasConceptScore W176048614C168056786 @default.
- W176048614 hasConceptScore W176048614C182377489 @default.
- W176048614 hasConceptScore W176048614C187320778 @default.
- W176048614 hasConceptScore W176048614C192562407 @default.
- W176048614 hasConceptScore W176048614C3020080851 @default.
- W176048614 hasConceptScore W176048614C33923547 @default.
- W176048614 hasConceptScore W176048614C58396970 @default.
- W176048614 hasConceptScore W176048614C66938386 @default.
- W176048614 hasConceptScore W176048614C77595967 @default.
- W176048614 hasLocation W1760486141 @default.
- W176048614 hasOpenAccess W176048614 @default.
- W176048614 hasPrimaryLocation W1760486141 @default.
- W176048614 hasRelatedWork W141229241 @default.
- W176048614 hasRelatedWork W159585908 @default.
- W176048614 hasRelatedWork W1983766720 @default.
- W176048614 hasRelatedWork W1993182646 @default.
- W176048614 hasRelatedWork W2076226070 @default.
- W176048614 hasRelatedWork W2119436242 @default.
- W176048614 hasRelatedWork W2303826963 @default.
- W176048614 hasRelatedWork W2314268154 @default.
- W176048614 hasRelatedWork W30478384 @default.
- W176048614 hasRelatedWork W30832388 @default.
- W176048614 hasRelatedWork W3180130644 @default.
- W176048614 hasRelatedWork W403472129 @default.
- W176048614 hasRelatedWork W560551602 @default.
- W176048614 hasRelatedWork W596718589 @default.
- W176048614 hasRelatedWork W600575620 @default.
- W176048614 hasRelatedWork W622961012 @default.
- W176048614 hasRelatedWork W628355513 @default.
- W176048614 hasRelatedWork W633686706 @default.
- W176048614 hasRelatedWork W636779098 @default.
- W176048614 hasRelatedWork W639690977 @default.
- W176048614 hasVolume "41" @default.
- W176048614 isParatext "false" @default.
- W176048614 isRetracted "false" @default.
- W176048614 magId "176048614" @default.
- W176048614 workType "article" @default.