Matches in SemOpenAlex for { <https://semopenalex.org/work/W2915408076> ?p ?o ?g. }
Showing items 1 to 91 of
91
with 100 items per page.
- W2915408076 endingPage "51" @default.
- W2915408076 startingPage "34" @default.
- W2915408076 abstract "The planning, designing, construction of excavations and foundations in soft to very soft clay soils are always difficult. They are problematic soil that caused trouble for the structures built on them because of the low shear strength, high water content, and high compressibility. This work investigates the geotechnical behavior of soft clay by using tyre ash material burnt in air. The investigation contains the following tests: physical tests, chemical tests, consolidation test, Compaction tests, shear test, California Bearing Ratio test CBR, and model tests. These tests were done on soil samples prepared from soft clay soil; tyre ash was used in four percentages (2, 4, 6, and 8%). The results of the tests were; The soil samples which gave the value of plasticity test were 2% (25), 4% (25.18), 6% (25.3), and 8% (26.7).The soil samples which gave the value of specific gravity were 2% (2.65), 4% (2.61), 6% (2.5), and 8% (2.36).The value of maximum dry density in a compaction test observed with 2% percentage gave the value 15.8 kN/m3, the 4% gave the value 15.4 kN/m 3 34 , 6% gave 15.3 kN/m 3 and 8%with 15.2 kN/m3 .Samples that gave the values of undrained shear strength test were 2% (55 kN/m 2 ), 4% (76 kN/m2 ), 6% (109 kN/m 2), and 8% (122 kN/m 2). The best of them is 8%. The sample that gave the best value for swelling test was 8%.The best value for compression index Cc was in 8%.The results of CBR test, were improved in all soil samples. The soil samples which gave the value for CBR were 2% (3.507%), 4% (4.308%), 6% (5.586%), and 8% (9.569%). The best value was obtained from 8%." @default.
- W2915408076 created "2019-03-02" @default.
- W2915408076 creator A5038498516 @default.
- W2915408076 creator A5083250323 @default.
- W2915408076 date "2017-05-31" @default.
- W2915408076 modified "2023-10-03" @default.
- W2915408076 title "Stabilization of Clay Soil Using Tyre Ash" @default.
- W2915408076 cites W113999504 @default.
- W2915408076 cites W1549094369 @default.
- W2915408076 cites W1592930272 @default.
- W2915408076 cites W2015103857 @default.
- W2915408076 cites W2029144004 @default.
- W2915408076 cites W2058698372 @default.
- W2915408076 cites W2184868954 @default.
- W2915408076 cites W2319703173 @default.
- W2915408076 cites W3134199163 @default.
- W2915408076 doi "https://doi.org/10.31026/j.eng.2017.06.03" @default.
- W2915408076 hasPublicationYear "2017" @default.
- W2915408076 type Work @default.
- W2915408076 sameAs 2915408076 @default.
- W2915408076 citedByCount "3" @default.
- W2915408076 countsByYear W29154080762020 @default.
- W2915408076 crossrefType "journal-article" @default.
- W2915408076 hasAuthorship W2915408076A5038498516 @default.
- W2915408076 hasAuthorship W2915408076A5083250323 @default.
- W2915408076 hasBestOaLocation W29154080761 @default.
- W2915408076 hasConcept C121955636 @default.
- W2915408076 hasConcept C127313418 @default.
- W2915408076 hasConcept C127413603 @default.
- W2915408076 hasConcept C127893833 @default.
- W2915408076 hasConcept C135677250 @default.
- W2915408076 hasConcept C144133560 @default.
- W2915408076 hasConcept C146978453 @default.
- W2915408076 hasConcept C159390177 @default.
- W2915408076 hasConcept C159750122 @default.
- W2915408076 hasConcept C159985019 @default.
- W2915408076 hasConcept C187320778 @default.
- W2915408076 hasConcept C192562407 @default.
- W2915408076 hasConcept C196715460 @default.
- W2915408076 hasConcept C199289684 @default.
- W2915408076 hasConcept C2776014549 @default.
- W2915408076 hasConcept C29689760 @default.
- W2915408076 hasConcept C37646163 @default.
- W2915408076 hasConcept C41151612 @default.
- W2915408076 hasConcept C50516716 @default.
- W2915408076 hasConcept C84655787 @default.
- W2915408076 hasConcept C93656029 @default.
- W2915408076 hasConcept C96035792 @default.
- W2915408076 hasConceptScore W2915408076C121955636 @default.
- W2915408076 hasConceptScore W2915408076C127313418 @default.
- W2915408076 hasConceptScore W2915408076C127413603 @default.
- W2915408076 hasConceptScore W2915408076C127893833 @default.
- W2915408076 hasConceptScore W2915408076C135677250 @default.
- W2915408076 hasConceptScore W2915408076C144133560 @default.
- W2915408076 hasConceptScore W2915408076C146978453 @default.
- W2915408076 hasConceptScore W2915408076C159390177 @default.
- W2915408076 hasConceptScore W2915408076C159750122 @default.
- W2915408076 hasConceptScore W2915408076C159985019 @default.
- W2915408076 hasConceptScore W2915408076C187320778 @default.
- W2915408076 hasConceptScore W2915408076C192562407 @default.
- W2915408076 hasConceptScore W2915408076C196715460 @default.
- W2915408076 hasConceptScore W2915408076C199289684 @default.
- W2915408076 hasConceptScore W2915408076C2776014549 @default.
- W2915408076 hasConceptScore W2915408076C29689760 @default.
- W2915408076 hasConceptScore W2915408076C37646163 @default.
- W2915408076 hasConceptScore W2915408076C41151612 @default.
- W2915408076 hasConceptScore W2915408076C50516716 @default.
- W2915408076 hasConceptScore W2915408076C84655787 @default.
- W2915408076 hasConceptScore W2915408076C93656029 @default.
- W2915408076 hasConceptScore W2915408076C96035792 @default.
- W2915408076 hasIssue "6" @default.
- W2915408076 hasLocation W29154080761 @default.
- W2915408076 hasOpenAccess W2915408076 @default.
- W2915408076 hasPrimaryLocation W29154080761 @default.
- W2915408076 hasRelatedWork W1479977687 @default.
- W2915408076 hasRelatedWork W1899782362 @default.
- W2915408076 hasRelatedWork W2284215573 @default.
- W2915408076 hasRelatedWork W2334717973 @default.
- W2915408076 hasRelatedWork W2366509780 @default.
- W2915408076 hasRelatedWork W2391880623 @default.
- W2915408076 hasRelatedWork W3109922889 @default.
- W2915408076 hasRelatedWork W3198288366 @default.
- W2915408076 hasRelatedWork W4281572474 @default.
- W2915408076 hasRelatedWork W66545030 @default.
- W2915408076 hasVolume "23" @default.
- W2915408076 isParatext "false" @default.
- W2915408076 isRetracted "false" @default.
- W2915408076 magId "2915408076" @default.
- W2915408076 workType "article" @default.