Role of BIM for Different Phases of Geotechnical Investigation of the Transport Infrastructure

Vaníček, Ivan; Vaníček, Martin

doi:10.1007/978-3-031-20172-1_23

Cited by 2 publications

(3 citation statements)

References 6 publications

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“…Within this framework, this pattern of the results is consistent with the previous literature [7][8][9][10][11]. Whereas previous researchers focused on the development of new integration approaches [12][13][14][15][16][17][18] or on the optimisation of geotechnical investigations through the connection to the BIM environment [24][25][26], the present study shows the possibility of developing a tool that is able to support designers and technicians towards the selection of the most appropriate procedure based on the specific requirements of the project.…”

Section: Aggregated Model and Digital Repositorysupporting

confidence: 90%

“…This type of integration would make relevant data available at any stage, and drastically decrease data loss between the two domains. Some studies have analysed the role of BIM in the different phases of geotechnical investigation [24] and proposed methods for optimising the procedures of geotechnical surveys [25,26]. In some studies, investigations for the design and management of civil infrastructures have been performed that incorporate the use of non-destructive survey data, such as Mobile Laser Scanner (MLS), Ground-Penetrating Radar (GPR) and satellite-based information [27].…”

Section: Introductionmentioning

confidence: 99%

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From Geotechnical Data to GeoBIM Models: Testing Strategies for an Ex-Industrial Site in Turin

Fonsati,

Cosentini,

Tundo

et al. 2023

Buildings

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Over the years, the use of Building Information Modelling (BIM) methods has changed the workflows of various actors, providing better integration across different domains and allowing for new ways of working. This paper outlines the interest towards the integration of BIM with geotechnical/geological modelling (GeoBIM), which still represents a major challenge in several respects. The present study aims to provide a flexible method for assessing various integration strategies and to establish a preferred workflow based on the selected requirements and preference parameters. This integration is designed to provide a final federated model that can also be archived in the as-built documentation. Four alternative processes were selected to analyse the specific types of data and transformations required in the process. Each process was applied on a real case study in order to test the developed assessment framework using the Analytical Hierarchy Process (AHP). Due to technological advances, modelling and integration workflows change rapidly; however, our results show that the proposed evaluation framework is universal and adaptable to any new integration approach. Further research efforts must be undertaken to reduce attribute data losses and enhance the interoperability between systems and professionals.

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Section: Aggregated Model and Digital Repositorysupporting

confidence: 90%

Section: Introductionmentioning

confidence: 99%

From Geotechnical Data to GeoBIM Models: Testing Strategies for an Ex-Industrial Site in Turin

Fonsati,

Cosentini,

Tundo

et al. 2023

Buildings

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show abstract

“…[6][7][8]; dams (Orovill, Serr-Ponson, etc. ) and dams [9]; port hydraulic structures; embankments of transport facilities [10,11]; soil (sand) pillows, in particular for oil storage facilities [12,13], and other critical structures [14,15]; embankments for planning large areas [16][17][18], etc.…”

Section: Introductionmentioning

confidence: 99%

Utilization of overburden quaternary rocks to create soil cushions for structures

Vynnykov,

Kharchenko,

Matyash

et al. 2024

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The article presents data on scientific and technical support of the construction of an embankment with an area of 1.9 million m2 and a thickness of 4-6 m for the facilities of an electrometallurgical plant in the city of Horishni Plavni, Poltava region of Ukraine. The paper presents the results of comprehensive laboratory and field studies of physical and mechanical parameters of compacted overburden of low-cohesion rocks, mainly sands, and their mixtures, and determines the influence of technological factors on the variation of these values. These rocks were formed as a result of the construction of quarries at the Yeristovo and Lavrykivka iron quartzite deposits. Practical possibilities of utilization of overburdened Quaternary low-cohesive rocks and their mixtures as a material for soil cushions of structures have been proved. Optimal methods of compaction of low-cohesive rocks using the vibration mode of rollers have been developed. The influence of technological parameters of compaction on the scatter of random variables of physical and mechanical characteristics of the soil cushion material was also determined. A certain inconsistency of the normative approach to quality control of compaction of overburden of low-cohesive rocks (standard laboratory test of Proctor) during the construction of pillows by modern mechanisms was established. The correct laws of distribution for random values of physical and mechanical properties of compacted low-cohesion overburden of quarries as a material of artificial foundations of structures have been substantiated by the tested methods of mathematical statistics. Keywords: iron quartzite deposit, quarry, overburdened Quaternary low-cohesion rock, compaction, soil cushion, dispersion analysis.

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Role of BIM for Different Phases of Geotechnical Investigation of the Transport Infrastructure

Cited by 2 publications

References 6 publications

From Geotechnical Data to GeoBIM Models: Testing Strategies for an Ex-Industrial Site in Turin

From Geotechnical Data to GeoBIM Models: Testing Strategies for an Ex-Industrial Site in Turin

Utilization of overburden quaternary rocks to create soil cushions for structures

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