Matches in SemOpenAlex for { <https://semopenalex.org/work/W2562603753> ?p ?o ?g. }
Showing items 1 to 90 of
90
with 100 items per page.
- W2562603753 endingPage "136" @default.
- W2562603753 startingPage "128" @default.
- W2562603753 abstract "Abstract The estimation of real geotechnical parameters is key factor for safe and economic design of geotechnical structures. One of these are pile foundations, which require proper design and evaluation due to accessing more deep foundation soil and because remediation work of not bearable piles or broken piles is a crucial operation. For this reason, geotechnical field testing like cone penetration test (CPT), standard penetration (SPT) or dynamic penetration test (DP) are realized in order to receive continuous information about soil strata. Comparing with rotary core drilling type of survey with sampling, these methods are more progressive. From engineering geologist point of view, it is more important to know geological characterization of locality but geotechnical engineers have more interest above the real geotechnical parameters of foundation soils. The role of engineering geologist cannot be underestimated because important geological processes in origin or during history can explain behaviour of a geological environment. In effort to streamline the survey, investigation by penetration tests is done as it is able to provide enough information for designers. This paper deals with actual trends in pile foundation design; because there are no new standards and usable standards are very old. Estimation of the bearing capacity of a single pile can be demonstrated on the example of determination of the cone factor N k from CPT testing. Then results were compared with other common methods." @default.
- W2562603753 created "2017-01-06" @default.
- W2562603753 creator A5040513642 @default.
- W2562603753 creator A5071546380 @default.
- W2562603753 creator A5077481854 @default.
- W2562603753 date "2016-12-01" @default.
- W2562603753 modified "2023-10-14" @default.
- W2562603753 title "Contribution to Estimating Bearing Capacity of Pile in Clayey Soils" @default.
- W2562603753 cites W1970095840 @default.
- W2562603753 cites W2032674078 @default.
- W2562603753 cites W2058039067 @default.
- W2562603753 cites W2443754277 @default.
- W2562603753 cites W2565566408 @default.
- W2562603753 cites W4210966353 @default.
- W2562603753 cites W4213282118 @default.
- W2562603753 doi "https://doi.org/10.1515/cee-2016-0018" @default.
- W2562603753 hasPublicationYear "2016" @default.
- W2562603753 type Work @default.
- W2562603753 sameAs 2562603753 @default.
- W2562603753 citedByCount "9" @default.
- W2562603753 countsByYear W25626037532019 @default.
- W2562603753 countsByYear W25626037532020 @default.
- W2562603753 countsByYear W25626037532021 @default.
- W2562603753 countsByYear W25626037532022 @default.
- W2562603753 countsByYear W25626037532023 @default.
- W2562603753 crossrefType "journal-article" @default.
- W2562603753 hasAuthorship W2562603753A5040513642 @default.
- W2562603753 hasAuthorship W2562603753A5071546380 @default.
- W2562603753 hasAuthorship W2562603753A5077481854 @default.
- W2562603753 hasBestOaLocation W25626037531 @default.
- W2562603753 hasConcept C119560385 @default.
- W2562603753 hasConcept C127313418 @default.
- W2562603753 hasConcept C127413603 @default.
- W2562603753 hasConcept C135677250 @default.
- W2562603753 hasConcept C147176958 @default.
- W2562603753 hasConcept C151730666 @default.
- W2562603753 hasConcept C159719176 @default.
- W2562603753 hasConcept C166957645 @default.
- W2562603753 hasConcept C176071119 @default.
- W2562603753 hasConcept C182377489 @default.
- W2562603753 hasConcept C187320778 @default.
- W2562603753 hasConcept C191859794 @default.
- W2562603753 hasConcept C206888209 @default.
- W2562603753 hasConcept C2780966255 @default.
- W2562603753 hasConcept C6363049 @default.
- W2562603753 hasConcept C77928131 @default.
- W2562603753 hasConcept C93011207 @default.
- W2562603753 hasConcept C95457728 @default.
- W2562603753 hasConcept C98214672 @default.
- W2562603753 hasConceptScore W2562603753C119560385 @default.
- W2562603753 hasConceptScore W2562603753C127313418 @default.
- W2562603753 hasConceptScore W2562603753C127413603 @default.
- W2562603753 hasConceptScore W2562603753C135677250 @default.
- W2562603753 hasConceptScore W2562603753C147176958 @default.
- W2562603753 hasConceptScore W2562603753C151730666 @default.
- W2562603753 hasConceptScore W2562603753C159719176 @default.
- W2562603753 hasConceptScore W2562603753C166957645 @default.
- W2562603753 hasConceptScore W2562603753C176071119 @default.
- W2562603753 hasConceptScore W2562603753C182377489 @default.
- W2562603753 hasConceptScore W2562603753C187320778 @default.
- W2562603753 hasConceptScore W2562603753C191859794 @default.
- W2562603753 hasConceptScore W2562603753C206888209 @default.
- W2562603753 hasConceptScore W2562603753C2780966255 @default.
- W2562603753 hasConceptScore W2562603753C6363049 @default.
- W2562603753 hasConceptScore W2562603753C77928131 @default.
- W2562603753 hasConceptScore W2562603753C93011207 @default.
- W2562603753 hasConceptScore W2562603753C95457728 @default.
- W2562603753 hasConceptScore W2562603753C98214672 @default.
- W2562603753 hasIssue "2" @default.
- W2562603753 hasLocation W25626037531 @default.
- W2562603753 hasLocation W25626037532 @default.
- W2562603753 hasOpenAccess W2562603753 @default.
- W2562603753 hasPrimaryLocation W25626037531 @default.
- W2562603753 hasRelatedWork W2037777750 @default.
- W2562603753 hasRelatedWork W2074107675 @default.
- W2562603753 hasRelatedWork W2090018188 @default.
- W2562603753 hasRelatedWork W2097665269 @default.
- W2562603753 hasRelatedWork W2369124192 @default.
- W2562603753 hasRelatedWork W2384324138 @default.
- W2562603753 hasRelatedWork W2562603753 @default.
- W2562603753 hasRelatedWork W3084356608 @default.
- W2562603753 hasRelatedWork W3155846859 @default.
- W2562603753 hasRelatedWork W4281658537 @default.
- W2562603753 hasVolume "12" @default.
- W2562603753 isParatext "false" @default.
- W2562603753 isRetracted "false" @default.
- W2562603753 magId "2562603753" @default.
- W2562603753 workType "article" @default.