The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concrete
The aim of this study is to investigate the effect of hydrostatic pressure on the engineering properties of hardened concrete. To this end, a concrete column with dimensions of 100 cm width, 25 cm depth and 250 cm height was produced using C20 class concrete. While pouring the concrete, 15 cm refere...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Taylor & Francis Group
2018-09-01
|
| Series: | Journal of Asian Architecture and Building Engineering |
| Subjects: | |
| Online Access: | http://dx.doi.org/10.3130/jaabe.17.565 |
| _version_ | 1827878293658927104 |
|---|---|
| author | Metin M. Uzunoğlu Ercan Özgan Tuncay Kap |
| author_facet | Metin M. Uzunoğlu Ercan Özgan Tuncay Kap |
| author_sort | Metin M. Uzunoğlu |
| collection | DOAJ |
| description | The aim of this study is to investigate the effect of hydrostatic pressure on the engineering properties of hardened concrete. To this end, a concrete column with dimensions of 100 cm width, 25 cm depth and 250 cm height was produced using C20 class concrete. While pouring the concrete, 15 cm reference cube samples were taken from the fresh concrete. After 28 days, 8 from the cube samples and 128 from different hydrostatic heights, in total 136 pieces of core samples with Ø100 mm diameter were taken and their compressive strength was determined. The average compressive strength of the reference core samples was 36.95 N/mm2 and the compressive strength of other samples changed between 37.3 N/mm2 and 43.0 N/mm2 according to the hydrostatic pressure. It was concluded that compressive strength changed between 0.95% and 16.37% according to the reference sample. Statistical analysis was conducted based on the experimental results. The compressive strength of the core samples related to its hydrostatic height and physical properties were predicted with a high reliability. A model equation was formed to convert the compressive strength of the core samples into reference compressive strength according to hydrostatic height and the convertibility coefficients were ascertained. |
| first_indexed | 2024-03-12T17:49:33Z |
| format | Article |
| id | doaj.art-72febef974ad471380b4d7e79d9d4a28 |
| institution | Directory Open Access Journal |
| issn | 1347-2852 |
| language | English |
| last_indexed | 2024-03-12T17:49:33Z |
| publishDate | 2018-09-01 |
| publisher | Taylor & Francis Group |
| record_format | Article |
| series | Journal of Asian Architecture and Building Engineering |
| spelling | doaj.art-72febef974ad471380b4d7e79d9d4a282023-08-03T09:15:33ZengTaylor & Francis GroupJournal of Asian Architecture and Building Engineering1347-28522018-09-0117356557110.3130/jaabe.17.56512029226The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened ConcreteMetin M. Uzunoğlu0Ercan Özgan1Tuncay Kap2University of Düzce, Konuralp CampusUniversity of DüzceDuzce Vocational High SchoolThe aim of this study is to investigate the effect of hydrostatic pressure on the engineering properties of hardened concrete. To this end, a concrete column with dimensions of 100 cm width, 25 cm depth and 250 cm height was produced using C20 class concrete. While pouring the concrete, 15 cm reference cube samples were taken from the fresh concrete. After 28 days, 8 from the cube samples and 128 from different hydrostatic heights, in total 136 pieces of core samples with Ø100 mm diameter were taken and their compressive strength was determined. The average compressive strength of the reference core samples was 36.95 N/mm2 and the compressive strength of other samples changed between 37.3 N/mm2 and 43.0 N/mm2 according to the hydrostatic pressure. It was concluded that compressive strength changed between 0.95% and 16.37% according to the reference sample. Statistical analysis was conducted based on the experimental results. The compressive strength of the core samples related to its hydrostatic height and physical properties were predicted with a high reliability. A model equation was formed to convert the compressive strength of the core samples into reference compressive strength according to hydrostatic height and the convertibility coefficients were ascertained.http://dx.doi.org/10.3130/jaabe.17.565concretehydrostatic pressurecore samplecompressive strength |
| spellingShingle | Metin M. Uzunoğlu Ercan Özgan Tuncay Kap The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concrete Journal of Asian Architecture and Building Engineering concrete hydrostatic pressure core sample compressive strength |
| title | The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concrete |
| title_full | The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concrete |
| title_fullStr | The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concrete |
| title_full_unstemmed | The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concrete |
| title_short | The Investigation into the Effect of Hydrostatic Pressure on the Engineering Properties of Hardened Concrete |
| title_sort | investigation into the effect of hydrostatic pressure on the engineering properties of hardened concrete |
| topic | concrete hydrostatic pressure core sample compressive strength |
| url | http://dx.doi.org/10.3130/jaabe.17.565 |
| work_keys_str_mv | AT metinmuzunoglu theinvestigationintotheeffectofhydrostaticpressureontheengineeringpropertiesofhardenedconcrete AT ercanozgan theinvestigationintotheeffectofhydrostaticpressureontheengineeringpropertiesofhardenedconcrete AT tuncaykap theinvestigationintotheeffectofhydrostaticpressureontheengineeringpropertiesofhardenedconcrete AT metinmuzunoglu investigationintotheeffectofhydrostaticpressureontheengineeringpropertiesofhardenedconcrete AT ercanozgan investigationintotheeffectofhydrostaticpressureontheengineeringpropertiesofhardenedconcrete AT tuncaykap investigationintotheeffectofhydrostaticpressureontheengineeringpropertiesofhardenedconcrete |