Pregrado Ingeniería Civil

URI permanente para esta colecciónhttp://hdl.handle.net/11634/191

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Pasantia apoyo universitario en la Direccion de laboratorios en la Universidad Santo Tomas Seccional Villavicencio
(Universidad Santo Tomás, 2026-06-04) Sarmiento Obando, Daniel; Bocanegra Gómez, Alfonsina; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001627046; http://scholar.google.es/citations?user=TiJadlAAAAAJ&hl=es; https://orcid.org/0000-0003-3815-3902
Análisis Estructural y Modelado Computacional en Ingeniería Civil: Evaluación de Cargas, Optimización de Detalles y Gestión de Costos y Presupuestos
(Universidad Santo Tomás, 2026-07-07) Rocha Rey, Julian Hernando; Acosta Sabogal, Iván Dario; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001515985; https://scholar.google.es/citations?user=8avYEVgAAAAJ&hl=es; https://orcid.org/0000-0003-1496-9261
This report describes the activities carried out during a one-year, part-time internship at ASB Arquitectura y Construcciones Estructurales, located in Villavicencio, Meta, as a graduation option for the Civil Engineering program. The main objective of the internship was to strengthen the theoretical knowledge acquired during academic training by applying it to real-world processes of structural design, analysis, and development. During the internship, support was provided in the review, correction, and modification of structural details using AutoCAD 2D software, allowing for the optimization of technical drawings. Additionally, the intern participated in the modeling and analysis of structures using finite element software such as SAP2000 and CYPECAD, fundamental tools for evaluating structural behavior under different loading conditions, as detailed in the 2010 Colombian Seismic-Resistant Standard. Activities related to quantity take-offs and budget preparation were also carried out, essential aspects for the planning and control of construction projects. Similarly, activities related to calculating quantities of work and preparing budgets were carried out, essential aspects for the planning and control of construction projects. The experience allowed for the integration of technical knowledge with practical skills in the field of structural design, strengthening professional competencies related to structural analysis, blueprint interpretation, use of specialized software, and cost estimation in civil engineering projects.
Efecto de geosintéticos sobre la capacidad portante de suelos blandos bajo cimentaciones superficiales.
(Universidad Santo Tomás, 2026-07-29) Cano Martinez, Anderson; Colorado Agudelo, Maria José; Castilla Barbosa, Miguel Mauricio; Universidad Santo Tomas
This study experimentally investigated the influence of different geosynthetic reinforcements, including woven geotextiles, nonwoven geotextiles, and biaxial PET geogrids, on the mechanical response of a representative Bogotá soil subjected to concentrated loading conditions simulating shallow foundations. The research began with a comprehensive geotechnical characterization of the soil through determination of natural moisture content, particle-size distribution, hydrometer analysis, Atterberg limits, and Standard Proctor compaction tests. These laboratory procedures established the fundamental engineering properties of the material and defined the conditions for specimen preparation. A comparative physical modeling program was subsequently conducted using a rigid steel test chamber in combination with a universal testing machine. Unreinforced specimens and specimens reinforced with different geosynthetic materials were tested under the same compaction and loading conditions, allowing direct evaluation of the contribution of each reinforcement system to soil behavior. The characterization results classified the material as a predominantly sandy silty colluvial-alluvial soil with low plasticity and a maximum dry density of 1.68 g/cm³. The experimental program demonstrated that the incorporation of geosynthetics modified the load–settlement response and relative bearing capacity of the soil, with distinct levels of improvement depending on the reinforcement type. These findings provide experimental support for the use of geosynthetic reinforcement in shallow foundation applications and contribute to the understanding of ground improvement strategies for soft soils characteristic of the Bogotá Savannah.
Extracción y Caracterización de Fibra de Guadua Angustifolia Kunth del Municipio de Medina, Cundinamarca, como Refuerzo en Materiales Cementicios
(Universidad Santo Tomás, 2026-06-12) Martín Bejarano, Yojan David; Forero Pabón, Jhonatan Augusto; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001962062
This research evaluates the technical viability of using macrofibers extracted from the culm of Guadua angustifolia Kunth as reinforcement in cementitious composite materials (concrete and mortar), analyzing their potential as a local, ecological, and low-cost alternative for improving mixture performance. Methodologically, a modified chemical-mechanical extraction process was standardized, and mixtures with fiber additions of 0.5% and 1.0% were prepared and subjected to standardized compression (NTC 673), flexure (NTC 2871), and diagonal tension in masonry wallets (NTC 4925) tests. The data were statistically validated using the Chauvenet Criterion to ensure result reliability and representativeness. Findings show that the 0.5% dosage is optimal, achieving increases of up to 37.3% in shear strength (3.240 MPa) and a significant improvement in toughness through the crack-bridging mechanism. It is concluded that the composite material transforms the brittle nature of traditional masonry into a progressive behavior with greater energy absorption and ductility under deformation.
Pasantia Empresarial Apoyo Tecnico y Administrativo en el Area de Presupuestos y Licitaciones en la Empresa Ingegab SAS
(Universidad Santo Tomás, 2026-07-08) Garzon Roa, Rogelio Federico; Mosquera Florez, Andres Fabricio; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001674146; https://scholar.google.com/citations?user=7Mi7HnoAAAAJ&hl=es; https://orcid.org/0000-0002-0133-3646
This document systematically presents the activities carried out during the corporate internship at INGEGAB S.A.S., a construction company headquartered in Villavicencio, Meta, from January 28 to April 27, 2026. During this time, I served as a site assistant, with additional responsibilities in administrative support and budget management, under the guidance of Freddy Ceballos, the company’s technical director. The main scope of work was Contract C-119-2025, signed between INGEGAB S.A.S. and the Villavicencio Chamber of Commerce (CCV), a project to renovate and upgrade the facilities at the headquarters located on Avenida 40 in Villavicencio. This contract involved simultaneous work in multiple areas of the building, including laundry rooms on seven floors, auxiliary sinks, indoor and outdoor storage areas, raised floors, and common areas, which required constant technical and administrative coordination to ensure the continuity of the organization’s operations during the execution of the work. At the same time, support was provided for activities related to the pedestrian trail contract that INGEGAB S.A.S. was carrying out, specifically regarding compliance with documentation requirements for the environmental oversight body. Toward the end of the internship period, I participated in the preliminary analysis of two new proposed contracts with the CCV, involving the renovation of a rear facade and the installation of a window system in an administrative area. The report is structured into eight chapters. The second chapter presents the profile of INGEGAB S.A.S. The third chapter outlines the applicable regulatory framework. The fourth chapter describes the activities carried out on a weekly basis. The fifth chapter presents the SWOT analysis of the company and its staff. The sixth chapter details the contributions made. The seventh chapter summarizes the lessons learned during the internship. The eighth chapter presents recommendations derived from the experience. Finally, a summary of the process is included.
Pasantía en Seguimiento y Control de Contratos de Interventoría – ARM Consulting S.A.S.
(Universidad Santo Tomás, 2026-07-02) Rincón Arenas, George Sebastian; Choque Jiménez, Bregy Hassler; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000142035; https://scholar.google.com/citations?user=01FCeL4AAAAJ&hl=es; https://orcid.org/0000-0003-1779-5148
This professional internship was conducted at ARM CONSULTING S.A.S., a firm specialized in consultancy and work inspection within the Civil Engineering sector. The primary focus was to support the bidding department through the monitoring, analysis, and control of inspection and consultancy contracts under the Colombian public procurement framework. Key activities included identifying and pre-selecting bidding opportunities on the SECOP I and SECOP II platforms, verifying qualifying requirements (legal, financial, and technical), and structuring proposals in compliance with standard bidding documents (pliegos tipo). During this period, the use of internal control tools such as the "000 COMMERCIAL PROCESS CONTROL" and the "MEASUREMENT MAP" was optimized to enhance traceability and strategic decision-making regarding participation feasibility. This experience strengthened competencies in document management, public procurement regulatory interpretation (including Law 80 of 1993 and Decree 1082 of 2015), and contractual analysis, significantly contributing to the organization's operational efficiency.
Diseño y evaluación de sistemas hidráulicos para la recolección y aprovechamiento de aguas lluvias para viviendas unifamiliares en el municipio de Villavicencio
(Universidad Santo Tomás, 2026-06-11) Rodriguez Murillo, Johan Alexander; Urrea Acosta, Farley; Acosta Sabogal, Iván Darío; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001515985; https://scholar.google.es/citations?user=8avYEVgAAAAJ&hl=es; https://orcid.org/0000-0003-1496-9261
Through the research project called "Design of Alternatives for the Rational Use of Rainwater for the Loma Linda campus of the Santo Tomás Villavicencio University", the process that was used for the alternatives of the institution's rainwater use system was shown. . As a preliminary part of the project, the study area and the different sampling points were established, with this it was possible to determine the different areas of use that will be taken into account, these are called: pavements, green areas and buildings. In this way, the hydrological data obtained from IDEAM were used to determine the amount of water that precipitates in these areas. On the other hand, the physicochemical and microbiological characterization of the water was carried out, through a sampling plan and different laboratory tests, in order to determine its quality, where the parameters specified in the RAS 2010 and the Resolution 2115 of 2007 for the results obtained. The aforementioned data were the basis for the design of said system. The second stage of this project had the purpose of designing the use model, for which the characteristics of the campus were appreciated, taking advantage of the institution's drainage works, among these ditches, downspouts and gutters that are used for collection and transport. towards the storage tank which captures a maximum daily flow of 13,604 L/s, presenting a 25.3% peak consumption at the beginning of the academic day. Finally, a compact filtration plant is established as a treatment train, since this system has the characteristics required for the minimum treatment that this water requires. This plant has filtration, dosing and disinfection characteristics, making this compact system a viable alternative in terms of economy, ease of transportation and installation, answering the question: how would rainwater be used on the Loma Linda campus? And what are the possible facilities that should be implemented for this system? Key Word- Water quality, precipitation, rainwater use, water collection..
Apoyo universitario en el fortalecimiento de los procesos de enseñanza y aprendizaje en el aula
(Universidad Santo Tomás, 2026-06-12) Gutierrez Serna, Daniel; Salgado Diaz, Juan Manuel; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001676058; http://scholar.google.com/citations?user=i-X-lsEAAAAJ&hl=es; https://orcid.org/0000-0001-9680-2638
This report describes the activities carried out during the academic internship at the Faculty of Civil Engineering of Santo Tomás University – Villavicencio, focused on supporting the professor in classrooms and practical spaces. This experience contributed to strengthening the teaching-learning process through student support, organization of academic activities, and assistance during classes. Likewise, it promoted both professional and personal growth by allowing the application of knowledge acquired during academic training, strengthening skills such as teamwork, communication, and responsibility, and developing a deeper understanding of the relationship between theory and practice.
Modelacion y evaluacion estructural asistida por software de modelacion de la edificacion eclesiastica en la vereda juan bosco con implementacion de cubierta en madera
(Universidad Santo Tomás, 2026-06-25) Méndez Rojas, Laura Milena; Rojas Sabogal, Juan José; Forero Pabón, Jhonatan Augusto; Universidad Santo Tómás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001962062
The present study aims to develop a structural design proposal for a timber roof in a church building located in the Juan Bosco village, municipality of Villavicencio, through the use of structural modeling software, in order to analyze its behavior and verify compliance with the criteria established in the Colombian Seismic Resistant Construction Code NSR-10. The research follows a quantitative and applied approach with a non-experimental design. Methodologically, a technical field visit was carried out to obtain geometric and constructive information that served as the basis for the structural proposal. Subsequently, the timber roof structure was modeled using specialized structural software, defining material properties, support conditions, acting loads, and load combinations established by NSR-10 for this type of structure. Based on the developed model, the structural behavior of the roof was evaluated through stability and buckling analyses of the main elements, as well as the design of bolted and steel plate connections to ensure an adequate load transfer within the structural system. The expected results will allow verification of the structural feasibility of the proposed design by identifying the behavior of the roof under the considered loading conditions and its ability to provide stability and functionality to the building. Likewise, this study seeks to contribute to the use of timber structures in community buildings and to strengthen the application of structural modeling tools within the field of civil engineering.
Evaluación del impacto ambiental asociado a la fabricación, uso y ciclo de vida del ladrillo de temosa y bloque suelo-cemento
(Universidad Santo Tomás, 2026-07-22) León Zambrano, Adriana del Pilar; Velásquez Fonce, Mónica Natali; Carreño Niño, Camilo Andrés; Universidad Santo Tomás
Problem: the construction sector is one of the main sources of environmental impacts due to its high consumption of natural resources, intensive energy use, and emissions associated with the production of materials. Objective: to assess the environmental impact of Temosa-type ceramic bricks and soil-cement blocks using a life cycle assessment (LCA) approach, considering the manufacturing, use, and end-of-life stages. Method: a 1 m² wall was defined as the functional unit, allowing for a comparison of both materials under equivalent conditions. A life cycle inventory (LCI) was developed, and environmental impacts were assessed using the CONESA matrix. Results: the manufacturing stage accounts for the largest contribution to environmental impacts for both materials. The Temosa-type ceramic brick exhibits impact associated with energy consumption and emissions during firing, while the soil-cement block is primarily affected by cement use. The CONESA matrix determined that the soil-cement block has a greater environmental impact; however. Discussion: this result depends on the evaluation criteria used, highlighting the need to complement this type of analysis with quantitative methodologies. In conclusion, the selection of construction materials must consider environmental criteria, in addition to technical and economic factors, to contribute to the development of more sustainable buildings.
Pasantía en la Empresa ARM Consulting S.A.S
(Universidad Santo Tomás, 2026-06-10) Pedroza Hernández, Johan Sebastian; Rincón Suárez, Ángel Arturo; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001758552; https://scholar.google.es/citations?user=qt5MAo0AAAAJ&hl=es&oi=ao; https://orcid.org/0000-0001-6410-7526
Supervisión técnica y administrativa del Contrato No. CTO-314-2022, en el marco de mantenimiento general recurrente de la infraestructura física de los establecimientos penitenciarios y carcelarios a cargo del INPEC – Regional Central
(Universidad Santo Tomás, 2026-07-22) Rolón García, Juan Esteban; Vargas Parra, Julian Andrés; Universidad Santo Tomas
This work aimed to support the technical and administrative supervision of Construction Contract No. USPEC-CTO-314-2022, related to the maintenance of penitentiary infrastructure under INPEC – Central Region, during a professional internship at Equilátero Arquitectura e Ingeniería S.A.S. The methodology was practical and descriptive, based on direct participation in supervision activities, construction monitoring, document review, site inspections, and contract control. The results strengthened technical and administrative supervision through report preparation, construction progress verification, payment certificate review, unit price analysis (UPAs), and document management. The internship allowed the application of civil engineering knowledge while enhancing skills in construction supervision, contract control, document management, and teamwork.
Optimización de Procesos Operativos y Control Técnico de Calidad en la Producción y Despacho de Concreto Premezclado por medio de la Empresa Cemex - Colombia
(Universidad Santo Tomás, 2026-07-06) Villate Zambrano, Alexandra; Gamba Rojas, Nestor Ivan; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001412931; https://scholar.google.com/citations?user=ffQAroUAAAAJ&hl=en
This report describes the development of an internship carried out in the operations area of a construction sector company dedicated to the production and distribution of ready-mix concrete. The internship focused on the analysis and optimization of operational processes related to plant productivity, transportation logistics, and quality control of the material. In this context, the main objective was to optimize operational and dispatch processes through rigorous productivity monitoring, ensuring compliance with technical concrete standards and industrial safety requirements. The methodology was based on operational data analysis, monitoring of key performance indicators (KPIs), database structuring, and the development of Business Intelligence tools, which enabled the transformation of data into useful inputs for decision-making. As a result, opportunities for improvement were identified in fleet efficiency, logistics planning, and the control of technical concrete variables such as slump and aggregate moisture. Additionally, information management was strengthened, allowing for better traceability and a shift toward a more preventive operational approach. The internship is relevant as it contributes to the optimization of key processes in the construction sector, positively impacting product quality and on time project delivery. Its scope focused on continuous improvement of operations and the integration between technical and operational areas, generating contributions applicable in both professional and academic contexts.
Apoyo Técnico a la Secretaría de Planeación y Desempeño Institucional del Municipio de Tibasosa, Boyacá
(Universidad Santo Tomás, 2026-07-01) Castro Perez, Julian David; Medina Sierra, Wilson Alfredo; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001435719; https://orcid.org/0000-0002-0454-3251
This undergraduate thesis, submitted as an internship, describes the technical support provided at the Planning and Institutional Performance Secretariat of the Tibasosa Mayor's Office in Boyacá. The main objective was to strengthen territorial management and institutional performance through the supervision of urban development processes and the monitoring of public infrastructure projects, ensuring compliance with current technical and legal regulations. During the internship, technical reviews were conducted on building permits for new construction, site recognition, expansion, and subdivision, with particular emphasis on permits filed through numbers 071/2025 to 126/2025. This process verified compliance with the Seismic Resistance Standard. Area tables, boundaries, and calculation reports were analyzed, and property information was cross-referenced with the Agustín Codazzi Geographic Institute's website. Furthermore, urban control efforts were carried out in conjunction with the Police Inspectorate to identify urban planning violations, and support was provided for public service management through inspections of the Suescún Wastewater Treatment Plant, drainage maintenance in the Villa del Rosario neighborhood, and monitoring of the remodeling of the El Esterillal Educational Institution. The results obtained allowed for the optimization of the secretariat's response processes, an improvement to the socioeconomic stratification database, and the assurance of the legality of outdoor visual advertising in the municipality. This internship consolidated professional training, enabling the practical application of knowledge in structures, geotechnics, and public administration, thus contributing significantly to the organized development of the municipality of Tibasosa.
Uso del Agua en el Proceso de Coquización
(Universidad Santo Tomás, 2026-07-10) Robles Reyes, Julian Camilo; Beltrán Beltrán, Diana María; Rodriguez Mesa, Monica Helena; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001715442; https://scholar.google.com/citations?user=gapN8NsAAAAJ; https://orcid.org/0000-0001-6270-1812
The coking process, while fundamental to the industry, involves a fairly intensive use of water at various stages. This resource is essential for activities such as coal washing, coke and gas cooling, and the cooling of auxiliary equipment. In this sense, water is not just another input, but a key element for the entire system to function correctly. However, this high consumption also prompts reflection on how it is being used, especially in a context where the efficient management of natural resources is increasingly important. From this dependence on water arises another situation that cannot be overlooked: the generation of effluents with a considerable pollutant load. These include organic compounds such as phenols and polycyclic aromatic hydrocarbons, as well as toxic inorganic substances such as cyanides and ammonia, in addition to suspended solids. If these wastes are not treated properly, they can generate significant negative impacts on the environment, affecting water sources and nearby ecosystems. Therefore, the management of these effluents becomes a critical aspect of the process. In this context, this thesis, developed as a monograph, is presented as a response to this problem. Its main objective is to identify technical optimization strategies that reduce water consumption and minimize pollution associated with the effluents from the coking process. To achieve this, a detailed analysis will be carried out based on scientific literature and specialized databases, in order to understand the current state of the processes and identify real opportunities for improvement. Finally, the work aims to propose concrete solutions that integrate the use of advanced technologies, the optimization of operating parameters, and the implementation of efficient water treatment and recirculation systems. The expected result is a compilation of technical recommendations that contribute to balancing process productivity, compliance with environmental regulations, and economic sustainability. In this way, it seeks to contribute to a more responsible industry, aware of the impact it generates on its environment.
Apoyo Técnico en la Supervisón de Obras Viales en la Secretaría de Infraestructura de la Alcaldía de Sogamoso
(Universidad Santo Tomás, 2026-07-01) Negro Moreno, Julian Mateo; Medina Sierra, Wilson Medina; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001435719; https://orcid.org/0000-0002-0454-3251
This report aims to describe the activities carried out during the internship at the Infrastructure Department of the Sogamoso Mayor's Office, specifically in the area of supervision, control, and documentation of road maintenance and urban improvement projects. The internship involved characterizing the road infrastructure using ArcGIS Pro software, collecting, analyzing, and organizing geospatial information. This contributed to identifying the condition of the roads and informing the decision-making process for their repair. The intern also assisted in monitoring agreements with Community Action Boards (JACs) for road improvements, contributing to the oversight of completed activities and strengthening the relationship between the community and the municipal administration. During the internship, I provided technical support in monitoring construction activities in the field, such as excavation, shaping and leveling of granular material, compaction processes, curb installation, and drainage cleaning, as well as quality control of the work performed. I also provided technical support for the road patching projects studied, to ensure their recovery and availability to the community. I also participated in the preparation of photographic records and the organization of the technical documentation required for monitoring and tracking project progress. The execution of these activities allowed me to apply the knowledge acquired during my academic training, as well as strengthen my skills in construction supervision, interpretation of construction processes, use of technological tools, and teamwork. Furthermore, the experience contributed to the development of technical criteria for decision-making and the proper monitoring of infrastructure projects.
Desarrollo de Actividades Técnicas y de Apoyo en Proyectos de Infraestructura y Servicios Públicos Durante la Práctica Profesional Desarrollada en Coservicios S.A E.S.P Sogamoso, Boyacá
(Universidad Santo Tomás, 2026-06-30) Tellez Rodríguez, Edgar Julian; Álvarez Castañeda, Harold Alexander; Universidad Santo Tomas; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000849260
This report presents the activities conducted during the professional internship at the Compañia de Servicios Públicos de Sogamoso – COSERVICIOS S.A E.S.P., developed between November 2025 and April 2026 within the Planning and Development Department. The main objective was to apply and validate Civil Engineering knowledge in management, review, and technical supervision of water supply, sewerage, and sanitary landfill projects, strengthening competencies in planning, contractual control, and technical evaluation of public infrastructure works. The methodology included contract documentation review, budget analysis and Unit Price Analysis (UPA), quantity verification, technical field visits, topographic surveys, 9 geotechnical and structural assessment, and support in the preparation of supervision, settlement, and contractual non-compliance reports. The results contributed to strengthening technical and financial control processes in consultancy and construction contracts, verifying studies related to the stabilization of Pond No. 2 at the Terrazas del Porvenir landfill, evaluating structural alternatives for a pumping tank in Pedregal Bajo, and developing a Traffic Management Plan for sewer network construction. The internship enabled the integration of academic knowledge with institutional practice, contributing to the optimization of contractual procedures and improving technical decision-making processes, with a direct impact on the efficient provision of public services in the municipality.
Apoyo Técnico y Administrativo a Ingeniería de Diseño y Consultorías S.A.S por Medio de la Empresa “Ingenco S.A.S”
(Universidad Santo Tomás, 2026-06-30) Salamanca Valbuena, Cristian Francisco; Espitia Cardenas, Teresa; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0000462586
During the civil engineering internship at Ingeniería de Diseño y Consultorías AS S.A.S. – INGENCO S.A.S., valuable experience was gained by applying and strengthening the knowledge acquired during academic training at Universidad Santo Tomás, Seccional Tunja, through participation in real work environments and infrastructure projects carried out in different municipalities of the department of Boyacá. The internship involved activities related to supervision and control of civil works, technical and administrative support, budget preparation, review of consultancy reports, structuring of technical documentation, and monitoring of projects in road infrastructure, buildings, household gas networks, and public and private contracting processes. Likewise, both field and office activities were undertaken, aimed at ensuring compliance with technical specifications, quality control, and verification of physical progress of works. The methodology implemented was based on technical visits, review of drawings and calculation reports, preparation of technical documents, analysis of work quantities, administrative monitoring, and support in consultancy and supervisory processes. Among the main results, the strengthening of technical and professional competencies stands out, particularly in construction supervision, interpretation of drawings, budget preparation, hydraulic and hydrological analysis, and management of contractual and administrative documentation. The internship provided practical experience in real work scenarios, enhancing analytical skills, decision-making, and teamwork, while contributing significantly to comprehensive training and future professional performance in the field of civil engineering.
Informe de las Actividades Desarrolladas en la Oficina de Planeación y Obras Públicas Durante la Práctica Profesional en Ingeniería Civil del Municipio de Samacá Boyacá
(Universidad Santo Tomás, 2026-06-30) Silva Pico, Sergio Alejandro; Rojas Gamba, Néstor Iván; Universidad Santo Tomás; https://scienti.minciencias.gov.co/cvlac/visualizador/generarCurriculoCv.do?cod_rh=0001412931; https://scholar.google.com/citations?user=ffQAroUAAAAJ&hl=en
This report comprehensively details the activities, results, and lessons learned during the internship at the Planning and Public Works Secretariat of the municipality of Samacá, Boyacá, which took place between March and August 2025. This fulfills the 600 hours of professional practice required to obtain the Civil Engineering degree from the Santo Tomás University - Tunja Campus. The internship activities included supporting the development and updating of urban and rural boundaries, in accordance with the Territorial Planning Scheme (EOT), budget formulation, unit price analysis (APU), technical specifications, and construction schedules for educational and sports infrastructure projects. Additionally, the intern participated in technical field visits to institutions affected by the winter storms, provided support in administrative and document archiving processes, assisted in the preparation of land use certificates, and responded to requests from oversight bodies and the community. The experience strengthened key professional skills in territorial planning, technical and administrative management, and inter-institutional work.
Evaluación de la infraestructura peatonal en las rutas de acceso al Hospital Internacional de Colombia y a la Clínica Foscal Internacional, mediante variables de eficiencia y confort
(Universidad Santo Tomás, 2026-06-22) Ospino Mercado, Jorge Ivan; Duran Rojas, Sandra Marcela; Universidad Santo Tomás
This study evaluated the pedestrian infrastructure along the access routes to the Hospital Internacional de Colombia (HIC) and the Clínica FOSCAL Internacional, in the Bucaramanga Metropolitan Area, through efficiency and comfort variables. The objective was to determine the Pedestrian Level of Service (PLOS) of these routes and to identify the critical segments that limit safe and timely access to healthcare services. Methodologically, two approaches were integrated: the Highway Capacity Manual (HCM 2010), which assesses the operational efficiency of pedestrian flow based on density, available space, flow rate, and walking speed; and the Sarkar methodology, which evaluates comfort and safety according to physical, physiological, and psychological attributes. Both results were combined through a two-dimensional rating matrix. Data collection was carried out in the field through pedestrian counts, geometric measurements, and checklists, covering nine segments in the FOSCAL area and six in the HIC area. The results showed a level of service of E–F according to HCM 2010, indicating congestion and unstable or critical flow, compared to a level of B–C according to Sarkar, corresponding to a comfort perception ranging from good to acceptable. The integration in the matrix placed the overall performance in the E–F × B–C combination, with the most critical segments being T9 in FOSCAL and T2 in HIC. The discussion highlights a dissonance between the low operational performance and a relatively favorable perception, which may conceal critical structural deficiencies in environments that demand high accessibility standards. It is concluded that physical infrastructure constitutes the main limitation to hospital pedestrian mobility; therefore, priority interventions are required to improve the continuity, safety, and functionality of the access routes.

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