Publicación: Ejecución de procedimientos prácticos e informes de los estudios de suelo de laboratorio suelos análisis materiales S.A.S
Portada
Citas bibliográficas
Código QR
Autores
Director
Autor corporativo
Recolector de datos
Otros/Desconocido
Director audiovisual
Editor/Compilador
Filiación Institucional
Tipo de Material
Fecha
Cita bibliográfica
Título de serie/ reporte/ volumen/ colección
Es Parte de
Resumen
Soil studies are generally based on the I.N.V.E -100 standard. 2013 soils; Obtaining soil samples allow the study of the characteristics and also determine their classification, to carry out these studies the following laboratory tests are commonly implemented described in the aforementioned standard: moisture content (I.N.V.E-122 of the 2013), granulometry (I.N.V.E- 106-107 DEL 2013), Atterberg limits (limit liquid and plastic limit) (I.N.V.E-126-127 of 2013), it should be noted that these essays are accompanied by others depending on the type and function of the sample. The geotechnical study allows obtaining information for planning, design and execution of a construction project, that is, geotechnical studies are carried out carried out prior to the beginning of the construction of a building aim to determine the properties of the land such as the type and conditions of the foundation. due to studies within the framework of geotechnics it is possible to construction of bridges, houses, buildings, pavements, etc. NSR 10 (TITLE E and H), is the regulation that indicates how each of the the activities of this specialty. When conducting laboratory studies, it is essential to know the depths of water, because it can cause damage to infrastructure with the humidity, it is also important to know the resistance of a soil, with this factor can be assured 80% safe construction. The tests must be carried out thoroughly by a laboratory assistant or professional in the area, due to the knowledge and practice that the assistant has; being this activity is one of the main ones in the laboratory SOILS MATERIALS S.A.S.