RESEARCH ARTICLE
Field Tests of Soil Properties under Water Tanks
Muhamet Ahmeti1, *, Hysen Ahmeti1
Article Information
Identifiers and Pagination:
Year: 2024Volume: 18
E-location ID: e18741495261102
Publisher ID: e18741495261102
DOI: 10.2174/0118741495261102231212061508
Article History:
Received Date: 15/06/2023Revision Received Date: 13/09/2023
Acceptance Date: 03/10/2023
Electronic publication date: 21/03/2024
Collection year: 2024
open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Abstract
Aim
This paper aimed to show through the achieved results the characteristics of the soil for the placement of water tanks in the study area (located on the northern side of the city of Prizren).
Objectives
CPT, CPTU, VST, and DMT procedures have been used to determine the research area's necessary and adequate parameters in order to construct the engineering object.
Introduction
The purpose of the study was to understand and characterize a place for the purpose of building engineering objects, for which field tests of soil qualities are crucial.
Methods
A work methodology with two phases was employed to complete the project. Fieldwork was the focus of the first stage, while analysis, interpretation, and paper writing comprised the second stage that followed.
Results
The ASTM D 1586 and AASHTI T-206 standards' requirements were followed in carrying out the tests. In the static penetration test, a pipe with a diameter of 36 mm and a surface area of 10 cm2 was utilized, and the test was conducted by placing the pipe vertically on the ground and measuring the number of blows. According to ASTM D1194, the plate loading test was conducted. The groundwater level was discovered to be at a depth of 4 m, while the static penetration test revealed the sand layer to have a respectable thickness. The values of the substrate reaction modulus (Ks) ranged from 17x104 to 22x104 kN/m3. Ten vertical tests using the plate-shear test method were also conducted in this study region, and the results are displayed in Fig. (10) (p-curve). The results of this work are a very important tool in the examination and analysis of land for the construction of various construction facilities, providing an example for engineers of how the procedures should be analyzed.
Conclusion
The area studied in this work is located in Prizren's northern region. In medium- to dense-grained soils, the findings of the common penetration test and the plate load test may be comparable. A plate bearing test can be used to predict the bearing capacity of a superficial layer of soil without the need for an extensive soil analysis, which will save time and money. Alternative tactics, such as plate-bearing tests, may be employed if comprehensive investigations are not practical.
