Monitoring for close proximity tunneling effects on an existing tunnel using principal component analysis technique with limited sensor data
HB Yun, SH Park, N Mehdawi, S Mokhtari… - … and Underground Space …, 2014 - Elsevier
A realistic field monitoring application to evaluate close proximity tunneling effects of a new
tunnel on an existing tunnel is presented. A Principal Component Analysis (PCA)-based …
tunnel on an existing tunnel is presented. A Principal Component Analysis (PCA)-based …
Geotechnical characterization of the upper Pleistocene–Holocene alluvial deposits of Roma (Italy) by means of multivariate geostatistics: Cross-validation results
G Raspa, M Moscatelli, F Stigliano, A Patera… - Engineering …, 2008 - Elsevier
We are presenting an attempt to evaluate the spatial variability of geotechnical parameters
in the upper Pleistocene–Holocene alluvial deposits of Roma (Italy) by means of multivariate …
in the upper Pleistocene–Holocene alluvial deposits of Roma (Italy) by means of multivariate …
Nonparametric Monitoring for Geotechnical Structures Subject to Long‐Term Environmental Change
HB Yun, LN Reddi - Advances in Civil Engineering, 2011 - Wiley Online Library
A nonparametric, data‐driven methodology of monitoring for geotechnical structures subject
to long‐term environmental change is discussed. Avoiding physical assumptions or …
to long‐term environmental change is discussed. Avoiding physical assumptions or …
[PDF][PDF] INTEGRATING GEO-STATISTICS AND GEOGRAPHIC INFORMATION SYSTEMS IN GEOTECHNICAL SOIL PROFILING
MABDELF ISMAIL, ALI ABD EL FATAH… - ERJ. Engineering …, 2015 - journals.ekb.eg
Since it s evolution, Geotechnical engineering is considered one of the sciences that deeply
based on uncertainties. These uncertainties are attributed to two facts. First fact, the formulas …
based on uncertainties. These uncertainties are attributed to two facts. First fact, the formulas …