Roll-along electrical resistivity surveying was used with seismic refraction, magnetometer and gravity surveying in geophysical characterization of sites with a specific environmental or engineering problem. Three examples are presented where resistivity surveying provided vital constraints on acquisition and interpretation of other data in chaotic terrane. A commercially resistivity meter was used with prototype equipment designed, assembled, and tested at Virginia Tech. The equipment included a multiconductor cable consisting of interchangeable segments and a circuit allowing selection of numerous electrode configurations. The Sinking Creek Landfill, a 10-acre site, was used for disposal of municipal waste in the early 1970’s. Roll-along resistivity proved to be the most useful geophysical tool in ascertain its internal structure. Wenner configuration resistivity data, sensitive to both conductive leachate and ferrous metals, showed trenches within the landfill displayed in profile. Magnetic field measurements revealed anomalies over some trenches suggesting a method for discriminating between ferrous metal and leachate. Results of a resistivity survey can help planners of a refraction survey avoid low velocity “blind” layers. The Mid County Landfill borrow area is a 26 acre site situated within the Max Meadows Breccia and used for cover material for an adjacent landfill, The engineering problems were to measure the volume of rippable material, but travel time data were somewhat ambiguous. The refraction data interpreted using a) conventional 3-layer analysis b) horizontal 3-layer analysis of single shots, and c)continuous velocity gradient analysis of single end shots were compared with auger refusal depth. The single end horizontal analysis matched auger refusal depths most closely. Roll-along resistivity pseudo-sections made along the refraction lines proved to be effective for qualitatively imaging pinnacles and megaclasts. Excavation of fill material from a 75 acre river terrace in Pembroke exposed an antiform cut by high angle, near surface faults. Geophysical characterization was undertaken to determine the thickness of the alluvial deposit, and the relationship of the faults with structures in the underlying bedrock. Seismic refraction showed the terrace was as much as 134 feet thick. Resistivity pseudosections revealed a resistivity anomaly associated with the graben could be detected for a horizontal distance of several hundred feet. A gravity gradient paralleling the resistivity anomaly extends the feature more than 1000 ft from the exposed structure. Tenuous evidence of a bedrock escarpment beneath the near surface structure is found in a combination of seismic refraction, gravity, and electrical resistivity data. Roll-along resistivity has proved to be key to geophysical interpretation of these three areas. Images displayed on pseudosections reveal lateral inhomogeneity more clearly than could be discerned from seismic, gravity and magnetic data. Roll-along resistivity data can provide information for efficient siting of additional geophysical studies. / Ph. D.

Parmi l’ensemble des matériaux constitutifs d’une couverture d’installation de stockage de déchets, l’argile et le GéoSynthétique Bentonitique (GSB), couramment utilisés, peuvent présenter des défauts qu’il est nécessaire de caractériser afin de prévoir les éventuels travaux de remise en état partielle ou totale du site. L’objectif de cette thèse est de déterminer la capacité des méthodes géophysiques de Tomographie de Résistivité Electrique (TRE), de Polarisation Spontanée (PS) et d’Automatic Resistivity Profiling (ARP) à caractériser les couvertures. Pour cela, un site expérimental constitué de deux couvertures, au sein desquelles des défauts ont été volontairement créés, a été mis en place. Le suivi temporel effectué sur la couverture sans GSB a montré que les conditions météorologiques du mois précédant les mesures ont une incidence sur la détection des défauts. De plus, les variations de comportement hydrique et électrique détectées en TRE au sein du matériau de couverture ont notamment pu être attribuées à l’existence d’hétérogénéités de composition. La présence de GSB rend plus difficile la détection des défauts quelle que soit la méthode utilisée. Cependant, il semble que le temps passant l’évolution du GSB permette une détection plus aisée. Enfin, les prospections effectuées sur une installation de stockage de déchets dangereux ont mis en évidence la nécessité de coupler plusieurs méthodes géophysiques. L’hétérogénéité des matériaux de couverture et de l’état du GSB, mise en évidence par la TRE, a été confirmée par des observations in situ sur des sondages à la tarière manuelle. / Among the whole landfill cover materials, clay and Geosynthetic Clay Liner (GCL), commonly used, may contain defects which are necessary to characterize in order to plan possible repair work, partial or total. The aim of this thesis is to define the ability of the following geophysical methods, the Electrical Resistivity Tomography (ERT), the Self Potential (SP) and the Automatic Resistivity Profiling (ARP) to characterize covers. To do this, an experimental site composed of two covers in which defects have been intentionally made has been built. These covers are composed of a clayey material upon which a GCL has been placed for one of these covers. The monitoring performed on the cover without the GCL has outlined that the climatic conditions of the month preceding measurements have an impact on the defects’ detection. Moreover, hydric and electrical behavior variations detected by ERT in the clayey material have in particular be linked with the presence of composition heterogeneities. The presence of the GCL makes more difficult the detection of defects whatever the method used. However, it seems that, over time, the evolution of the GCL enables an easier detection. Finally, surveys carried out on an industrial waste landfill have shown the necessity of coupling geophysical methods. The heterogeneity of the cover materials and the GCL has been checked by manual auger holes.