The phrase "geotechnical monitoring data" is correct and commonly used in written English.
It refers to data collected through monitoring systems in order to assess the physical characteristics and behavior of the ground or soil in a particular area. Example: "The construction project team analyzed the geotechnical monitoring data to ensure the stability of the foundation before proceeding with the building process."
The spatial and time dependent effects of the excavation face and the effect of the geological conditions on the rock mass deformation and on the rockbolt stress were analyzed using the geotechnical monitoring data.
Seven categories of property objects that describe the hierarchical relationships among the monitoring objects, as well as two objects that represent and manage the construction progress, are proposed based on the requirements of geotechnical monitoring, data flow and the monitoring objectives of the site.
This baseline data can be used in conjunction with other existing geotechnical monitoring programs to measure changes over time when compared to data collected from additional scans over different time periods.
The efficient management of monitoring data is necessary for large geotechnical engineering projects.
In order to reduce these uncertainties, geotechnical engineers can use inverse analysis during construction, using monitoring data to identify the parameters of the involved formations.
Most back-analyses in geotechnical engineering are based on methods that utilize field displacement monitoring data.
Another capability of the proposed model is use of asynchronous and repetitious monitoring data of the structure (given by different geotechnical and geodetic sensors) as boundary values which enables fusion of multi-sensor measurements at data level in an inertial reference frame.
The development of an information management, prediction and warning software system for geotechnical monitoring is presented in this study.
In geotechnical engineering, using monitored data for model validation is common practice.
Possible technical challenges of applying FBG sensors for geotechnical monitoring are discussed.
Geotechnical monitoring of the precursory behaviour of the rock mass provides timely warning and allows for implementation of remedial measures.
