Soil / cementitious experimental research to improve the foundation ground of the cañada el Hatillo-Ocaña-Colombia pass road
This article presents the results of the Soil / Cementing Experimental Investigation to improve the foundation ground in Cañada el Hatillo, Municipality of Ocaña. The land in the area of interest is made up of clayey and silty sands in a loose to moderately compact state with a thickness of 4.4 m...
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| Format: | Article |
| Language: | English |
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Universidad Francisco de Paula Santander Ocaña
2012-01-01
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| Series: | Revista Ingenio |
| Subjects: | |
| Online Access: | https://revistas.ufps.edu.co/index.php/ingenio/article/view/2167/2106 |
| _version_ | 1818918418749849600 |
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| author | Aldo Onel Oliva González Romel Jesús Gallardo Amaya Oscar Andrés Cuanalo Campos |
| author_facet | Aldo Onel Oliva González Romel Jesús Gallardo Amaya Oscar Andrés Cuanalo Campos |
| author_sort | Aldo Onel Oliva González |
| collection | DOAJ |
| description | This article presents the results of the Soil / Cementing Experimental Investigation to improve the foundation ground in Cañada el Hatillo, Municipality of Ocaña. The land in the area of interest is
made up of clayey and silty sands in a loose to moderately compact state with a thickness of 4.4 m, underlain by a silt-type sedimentary rock that gives rise to a sandy silty soil of low plasticity; the groundwater is located at the level of the natural terrain. For this project, a foundation box offset to a depth of 1 m and supported on a clay sand improved to a depth of 2.74 m by adding cement and lime was recommended to achieve a simple compressive strength qu = 586 kPa. With the improved soil, an admissible load capacity qadmissible = 235 kPa was obtained, a value that is greater than the bending-compression stresses caused by static and dynamic loads due to vehicle traffic, of magnitude 64.7 and 11.8 kPa, for the maximum and minimum value respectively. The immediate settlements were of the order of 3 cm under the entire area of the foundation box. |
| first_indexed | 2024-12-20T00:49:39Z |
| format | Article |
| id | doaj.art-34c25fab7595424a888635ada15b16e7 |
| institution | Directory Open Access Journal |
| issn | 2011-642X 2389-864X |
| language | English |
| last_indexed | 2024-12-20T00:49:39Z |
| publishDate | 2012-01-01 |
| publisher | Universidad Francisco de Paula Santander Ocaña |
| record_format | Article |
| series | Revista Ingenio |
| spelling | doaj.art-34c25fab7595424a888635ada15b16e72022-12-21T19:59:17ZengUniversidad Francisco de Paula Santander OcañaRevista Ingenio2011-642X2389-864X2012-01-01411824https://doi.org/10.22463/2011642X.2167Soil / cementitious experimental research to improve the foundation ground of the cañada el Hatillo-Ocaña-Colombia pass roadAldo Onel Oliva González0https://orcid.org/0000-0001-6119-8602Romel Jesús Gallardo Amaya1https://orcid.org/0000-0002-4740-4841Oscar Andrés Cuanalo Campos2https://orcid.org/0000-0002-8031-6958Universidad de las CaliforniaUniversidad Francisco de Paula Santander OcañaUniversidad Autónoma de PueblaThis article presents the results of the Soil / Cementing Experimental Investigation to improve the foundation ground in Cañada el Hatillo, Municipality of Ocaña. The land in the area of interest is made up of clayey and silty sands in a loose to moderately compact state with a thickness of 4.4 m, underlain by a silt-type sedimentary rock that gives rise to a sandy silty soil of low plasticity; the groundwater is located at the level of the natural terrain. For this project, a foundation box offset to a depth of 1 m and supported on a clay sand improved to a depth of 2.74 m by adding cement and lime was recommended to achieve a simple compressive strength qu = 586 kPa. With the improved soil, an admissible load capacity qadmissible = 235 kPa was obtained, a value that is greater than the bending-compression stresses caused by static and dynamic loads due to vehicle traffic, of magnitude 64.7 and 11.8 kPa, for the maximum and minimum value respectively. The immediate settlements were of the order of 3 cm under the entire area of the foundation box.https://revistas.ufps.edu.co/index.php/ingenio/article/view/2167/2106compensated foundationsoil stabilizationpoor quality subsoilimproved soil |
| spellingShingle | Aldo Onel Oliva González Romel Jesús Gallardo Amaya Oscar Andrés Cuanalo Campos Soil / cementitious experimental research to improve the foundation ground of the cañada el Hatillo-Ocaña-Colombia pass road Revista Ingenio compensated foundation soil stabilization poor quality subsoil improved soil |
| title | Soil / cementitious experimental research to improve the foundation ground of the cañada el Hatillo-Ocaña-Colombia pass road |
| title_full | Soil / cementitious experimental research to improve the foundation ground of the cañada el Hatillo-Ocaña-Colombia pass road |
| title_fullStr | Soil / cementitious experimental research to improve the foundation ground of the cañada el Hatillo-Ocaña-Colombia pass road |
| title_full_unstemmed | Soil / cementitious experimental research to improve the foundation ground of the cañada el Hatillo-Ocaña-Colombia pass road |
| title_short | Soil / cementitious experimental research to improve the foundation ground of the cañada el Hatillo-Ocaña-Colombia pass road |
| title_sort | soil cementitious experimental research to improve the foundation ground of the canada el hatillo ocana colombia pass road |
| topic | compensated foundation soil stabilization poor quality subsoil improved soil |
| url | https://revistas.ufps.edu.co/index.php/ingenio/article/view/2167/2106 |
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