NDLI: Spectroscopy to characterize expansive soils

Content Provider	IEEE Xplore Digital Library
Author	Yitagesu, F.A. van der Meer, F.D. van der Werff, H. Zigterman, W.
Copyright Year	2007
Description	Author affiliation: Ethiopian Roads Authority (ERA), Addis Ababa (Yitagesu, F.A.)
Abstract	Expansive soils are major geotechnical hazards that pose several problems on engineering structures causing billions of dollars of damage in many parts of the world especially at places where there are significant climatic differences between dry and wet periods (Gourley et al., 1993; Nelson and Miller, 1992). Such soils expand or swell when moistened and shrink and crack when dried which involves tremendous volume changes. Thus, they are of significant concern in the construction sector. Identification of expansive soils and characterization of their anticipated behavior should be done exhaustively for proper site selection, design, and construction of civil engineering infrastructures. Particular attention is required especially when dealing with lightweight structures like road infrastructures, airfields, and small buildings, etc. since the uplift pressure from the soil swell exceeds the downward pressure exerted from such structures. However, the conventional standard methods of assessing the geotechnical properties of expansive soils are expensive, labor intensive and time consuming. In addition it is not possible to get continuous representation of soil masses in space. Thus, the presence and spatial distribution of these soils can be overlooked and their types might not be precisely determined. This can lead to under-sampling of sites and subsequent inadequate design specifications. Hence, there is a need to identify and characterize expansive soils in a cheaper, rapid and continuous method as compared to the conventional methods of assessing the geotechnical properties of these soils. For this study a total of 80 disturbed soil samples were collected from the eastern part of Addis Ababa city. Much construction activities are taking place in the study area and problems due to expansive soils are frequently reported. Stratified random sampling was used to obtain the required samples, and disturbed soil samples were taken from each sampling location trough hand augering and digging. We measured specific expansive soil engineering parameters namely; Atterberg limits (liquid limits, plastic limits and plasticity indices), free swell and cation exchange capacities in a soil mechanics laboratory. We also acquired the reflectance spectra of each soil sample using the ASD fieldspec spectrometer that covers the 350 nm to 2500 nm wavelength region of the electromagnetic spectrum to establish a relationship between the engineering parameters and the soil reflectance spectra. Analyzing the engineering parameters as well as the spectral characteristics of the soil samples has revealed that the soil samples have a large variation in their expansion potential. Statistical links were established between engineering parameters of expansive soils and absorption feature parameters at specific wavelength regions (~1400 nm, ~1900 nm and ~2200 nm). A Multivariate calibration method, partial least squares regression (PLSR) analysis was used to construct empirical prediction models to enable the estimation of engineering parameters of expansive soils from absorption feature parameters calculated from those specific wavelength regions. Correlation coefficients (r) obtained showed that large portions of the variation in the engineering parameters could be accounted for by the spectral parameters (r = 0.85, 0.86, 0.68, 0.83 and 0.64) for CEC, LL, PL, PI and FS respectively). Apart from the high correlation coefficients, small root mean square errors of calibration (RMSEC) and prediction (RMSEP), standard error of calibration (SEC) and prediction (SEP) and minimum bias were obtained indicating the potential of spectroscopy in deriving engineering parameters of expansive soils from their respective reflectance spectra, and hence its potential applicability in supporting the geotechnical investigations of such soils. Results indicate that spectroscopy can be used to identify and subsequently characterize expansive soils and their engineering behaviors that can be explained by the measured engineering parameters. This contribution of spectroscopic methods (cheaper, fast and yet capable of covering large area) at the reconnaissance stage of site investigation will assist to tailor the detailed field investigation into site-specific needs in an effort to assess the feasibility of intended projects.
Starting Page	1250
Ending Page	1254
File Size	1901974
Page Count	5
File Format	PDF
ISBN	9781424412112
DOI	10.1109/IGARSS.2007.4423033
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2007-07-23
Publisher Place	Spain
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Spectroscopy Soil Reflectivity Calibration Sampling methods Absorption Hazards Civil engineering Lightweight structures Roads PLSR absorption feature parameters engineering parameters
Content Type	Text
Resource Type	Article

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