Currently, for tunnels, the design centerline and design cross-section with time stamps are used for dynamic three-dimensional (3D) modeling. However, this approach cannot correctly reflect some qualities of tunneling or some special cases, such as landslips. Therefore, a dynamic 3D model of a tunnel based on spatiotemporal data from survey cross-sections is proposed in this paper. This model can not only playback the excavation process but also reflect qualities of a project typically missed. In this paper, a new conceptual model for dynamic 3D modeling of tunneling survey data is introduced. Some specific solutions are proposed using key corresponding technologies for coordinate transformation of cross-sections from linear engineering coo...
In this paper, a method to model a tunnel using lidar points is presented. The data used was collect...
Summarization: In this paper, we further elaborate on a methodology dedicated to the modeling of geo...
In mining operations the evaluation of the stability condition of the excavated front are critic to ...
Currently, for tunnels, the design centerline and design cross-section with time stamps are used for...
Currently, for tunnels, the design centerline and design cross-section with timestamps are used for ...
ABSTRACT Tunnel Boring Machines (TBMs) are widely used for tunneling in urban areas because of their...
To fulfill the needs of construction quality, progress control and sustainable development of the un...
The development of new methods for the geostructural survey that do not need direct contact with the...
This paper reports a geological modelling procedure suitable for the reconstruction of three-dimensi...
This paper describes the survey of a road tunnel, performed with a TOF laser scanner, and the soluti...
In underground mining, new workings (tunnels) are constructed by blasting or mechanical excavation. ...
The contribution takes a glance at the application of BIM technologies in the design and constructio...
funds for young scholar (&nbsp: 200609) Abstract: Based on the discussion of the topological rel...
A three-dimensional geological model has been realized based on field survey data in the west area o...
Abstract: Geology is the base for highways and tunnels construction. With the fast development of na...
In this paper, a method to model a tunnel using lidar points is presented. The data used was collect...
Summarization: In this paper, we further elaborate on a methodology dedicated to the modeling of geo...
In mining operations the evaluation of the stability condition of the excavated front are critic to ...
Currently, for tunnels, the design centerline and design cross-section with time stamps are used for...
Currently, for tunnels, the design centerline and design cross-section with timestamps are used for ...
ABSTRACT Tunnel Boring Machines (TBMs) are widely used for tunneling in urban areas because of their...
To fulfill the needs of construction quality, progress control and sustainable development of the un...
The development of new methods for the geostructural survey that do not need direct contact with the...
This paper reports a geological modelling procedure suitable for the reconstruction of three-dimensi...
This paper describes the survey of a road tunnel, performed with a TOF laser scanner, and the soluti...
In underground mining, new workings (tunnels) are constructed by blasting or mechanical excavation. ...
The contribution takes a glance at the application of BIM technologies in the design and constructio...
funds for young scholar (&nbsp: 200609) Abstract: Based on the discussion of the topological rel...
A three-dimensional geological model has been realized based on field survey data in the west area o...
Abstract: Geology is the base for highways and tunnels construction. With the fast development of na...
In this paper, a method to model a tunnel using lidar points is presented. The data used was collect...
Summarization: In this paper, we further elaborate on a methodology dedicated to the modeling of geo...
In mining operations the evaluation of the stability condition of the excavated front are critic to ...