Subsurface Visualization of Peat and Soil by using GIS in Surfers Paradise, Southeast Queensland, Australia

View/ Open
Author(s)
Al-Ani, H
Oh, E
Eslami-Andargoli, L
Chai, G
Griffith University Author(s)
Year published
2013
Metadata
Show full item recordAbstract
The subsurface conditions of Surfers Paradise in Gold Coast, Australia have been examined in terms of soil strength by using geographic information system (GIS). Spatial Analyst extension in the GIS ArcMap10 has been utilized to develop zonation maps for different depths in the study area. Depth classification scheme has been created to easily deal with each depth layer. Each depth has been interpolated as a surface to create Standard Penetration Test SPT-N value GIS-based zonation maps for each depth. Inverse Distance weighing (IDW) method in Spatial Analyst extension has been used to interpolate SPT-N values for each depth ...
View more >The subsurface conditions of Surfers Paradise in Gold Coast, Australia have been examined in terms of soil strength by using geographic information system (GIS). Spatial Analyst extension in the GIS ArcMap10 has been utilized to develop zonation maps for different depths in the study area. Depth classification scheme has been created to easily deal with each depth layer. Each depth has been interpolated as a surface to create Standard Penetration Test SPT-N value GIS-based zonation maps for each depth. Inverse Distance weighing (IDW) method in Spatial Analyst extension has been used to interpolate SPT-N values for each depth and up to R.L. - 0 m. SPT-N value parameters N60 and (N1)60 have been calculated for each depth class and for each soil type in the study area. Friction angle values and apparent preconsolidation stress values have been estimated for all the soil types. Relationships between estimated preconsolidation stress and energy-corrected SPT-N60 have been also performed. Further, a comparison between clean sands in eastern US and sands in Surfers Paradise is also provided.
View less >
View more >The subsurface conditions of Surfers Paradise in Gold Coast, Australia have been examined in terms of soil strength by using geographic information system (GIS). Spatial Analyst extension in the GIS ArcMap10 has been utilized to develop zonation maps for different depths in the study area. Depth classification scheme has been created to easily deal with each depth layer. Each depth has been interpolated as a surface to create Standard Penetration Test SPT-N value GIS-based zonation maps for each depth. Inverse Distance weighing (IDW) method in Spatial Analyst extension has been used to interpolate SPT-N values for each depth and up to R.L. - 0 m. SPT-N value parameters N60 and (N1)60 have been calculated for each depth class and for each soil type in the study area. Friction angle values and apparent preconsolidation stress values have been estimated for all the soil types. Relationships between estimated preconsolidation stress and energy-corrected SPT-N60 have been also performed. Further, a comparison between clean sands in eastern US and sands in Surfers Paradise is also provided.
View less >
Journal Title
Electronic Journal of Geotechnical Engineering
Volume
18
Publisher URI
Copyright Statement
© 2013 Mete Oner. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.
Subject
Civil engineering
Civil geotechnical engineering