Quando ocorrem solicitações dinâmicas nos solos, torna-se indispensável a determinação do módulo de cisalhamento máximo (Go) para elaboração de projetos de Engenharia Geotécnica. Este parâmetro pode ser determinado a partir da velocidade de propagação das ondas S (Vs). Em campo, os ensaios mais empregadas para determinação de Vs são o cross-hole e o down-hole. O down-hole tem sido bastante empregado com a incorporação de geofones em ponteiras de piezocone. Esse ensaio tem se mostrado uma maneira rápida, econômica e muito confiável para determinação de Go, apresentando resultados consistentes com os obtidos no ensaio cross-hole. O objetivo deste trabalho é o desenvolvimento de um sistema para realização do ensaio sísmico down-hole e sua implantação. Inúmeros ensaios foram realizados no campus da Universidade Estadual Paulista, em Bauru/SP a fim de testar os procedimentos para execução do ensaio, os equipamentos utilizados e as técnicas de interpretação, onde se observou que a manutenção do eixo de vibração dos geofones paralelo a direção de aplicação do golpe foi o fator que mais influenciou na qualidade dos sinais. Para analisar a resposta dos geofones instalados na ponteira desenvolvida, realizaram-se ensaios em laboratório, onde se verificou que os geofones apresentavam resposta idêntica ao dos acelerômetro de referência. Por fim, foram realizados ensaios em três campos experimentais no interior do Estado de São Paulo, onde estão disponíveis resultados de ensaios cross-hole e ensaios down-hole realizados com equipamentos comerciais. Os resultados obtidos com o sistema desenvolvido nestes campos permitiram validar o sistema desenvolvido. / In the design stages of geotechnical engineering of a given project, it is imperative to ascertain the maximum shear modulus (Go) of those soils experiencing dynamic loads. One common method to determine Go is to measure shear wave velocity. Most field experiments are the cross-hole and down-hole tests to determine the velocity of shear waves. The downhole test has been widely used in conjunction with geophones placed behind the tip of piezocones. The down-hole test has proven to be a fast, economic, and very reliable method to determine Go, it has produced data consistent with results obtained in cross-hole tests. The objective of this work is to present a comprehensive system for the down-hole test, which includes its implementation, execution, and the interpretation of data collected. Several tests were performed at the campus of Universidade Estadual Paulista, UNESP, in Bauru, S.P. The objective of those experiments was to test the execution procedures and method of interpretation. It was observed the quality of the results obtained was chiefly dependent on maintaining the axis of vibration of the geophones parallel to the direction of application of the original blow. The analysis of the response by the geophones installed at the tip of the cone included experiments performed at the laboratory, where it was observed that the geophones responded identically to those accelerometers used as reference. Further, downhole experiments using system proposed here were performed in three experimental research sites of the state of São Paulo. The objective was to compare results to the data available in literature, which were obtained using commercial SCPT equipment and cross-hole tests. The down-hole testswere performed within the guidelines of the system proposed here and the results of the experiment served to corroborate the suitability of the developed system.

Landslides cause significant damage to property and human lives throughout the world. Rainfall is the most common triggering factor for the occurrence of landslides. This dissertation presents two novel methodologies for assessment of rainfall-triggered shallow landslide hazard. The first method focuses on using remotely sensed soil moisture and soil surface properties in developing a framework for real-time regional scale landslide hazard assessment while the second method is a deterministic approach to landslide hazard assessment of the specific sites identified during first assessment. In the latter approach, landslide inducing transient seepage in soil during rainfall and its effect on slope stability are modeled using numerical analysis. Traditionally, the prediction of rainfall-triggered landslides has been performed using pre-determined rainfall intensity-duration thresholds. However, it is the infiltration of rainwater into soil slopes which leads to an increase of porewater pressure and destruction of matric suction that causes a reduction in soil shear strength and slope instability. Hence, soil moisture, pore pressure and infiltration properties of soil must be direct inputs to reliable landslide hazard assessment methods. In-situ measurement of pore pressure for real-time landslide hazard assessment is an expensive endeavor and thus, the use of more practical remote sensing of soil moisture is constantly sought. In past studies, a statistical framework for regional scale landslide hazard assessment using remotely sensed soil moisture has not been developed. Thus, the first major objective of this study is to develop a framework for using downscaled remotely sensed soil moisture available on a daily basis to monitor locations that are highly susceptible to rainfall- triggered shallow landslides, using a well-structured assessment procedure. Downscaled soil moisture, the relevant geotechnical properties of saturated hydraulic conductivity and soil type, and the conditioning factors of elevation, slope, and distance to roads are used to develop an improved logistic regression model to predict the soil slide hazard of soil slopes using data from two geographically different regions. A soil moisture downscaling model with a proven superior prediction accuracy than the downscaling models that have been used in previous landslide studies is employed in this study. Furthermore, this model provides satisfactory classification accuracy and performs better than the alternative water drainage-based indices that are conventionally used to quantify the effect that elevated soil moisture has upon the soil sliding. Furthermore, the downscaling of soil moisture content is shown to improve the prediction accuracy. Finally, a technique that can determine the threshold probability for identifying locations with a high soil slide hazard is proposed. On the other hand, many deterministic methods based on analytical and numerical methodologies have been developed in the past to model the effects of infiltration and subsequent transient seepage during rainfall on the stability of natural and manmade slopes. However, the effects of continuous interplay between surface and subsurface water flows on slope stability is seldom considered in the above-mentioned numerical and analytical models. Furthermore, the existing seepage models are based on the Richards equation, which is derived using Darcy’s law, under a pseudo-steady state assumption. Thus, the inertial components of flow have not been incorporated typically in modeling the flow of water through the subsurface. Hence, the second objective of this study is to develop a numerical model which has the capability to model surface, subsurface and infiltration water flows based on a unified approach, employing fundamental fluid dynamics, to assess slope stability during rainfall-induced transient seepage conditions. The developed model is based on the Navier-Stokes equations, which possess the capability to model surface, subsurface and infiltration water flows in a unified manner. The extended Mohr-Coulomb criterion is used in evaluating the shear strength reduction due to infiltration. Finally, the effect of soil hydraulic conductivity on slope stability is examined. The interplay between surface and subsurface water flows is observed to have a significant impact on slope stability, especially at low hydraulic conductivity values. The developed numerical model facilitates site-specific calibration with respect to saturated hydraulic conductivity, remotely sensed soil moisture content and rainfall intensity to predict landslide inducing subsurface pore pressure variations in real time.

L'inversion des formes d'onde sismique a démontré toute sa pertinence dans le cas acoustique pour imager des structures kilométriques. Contrairement aux méthodes de tomographie des premiers temps d'arrivée, cette technique d'imagerie à l'avantage d'exploiter l'ensemble du signal sismique pour produire une image haute résolution du milieu. Dans le contexte de la proche surface, l'approximation élastique devient nécessaire afin de prendre en compte les ondes de surface, qui prédominent le signal sismique avec les gammes de déports utilisées. Dans notre approche, le problème direct est résolu numériquement dans le domaine fréquentiel afin de prendre en charge efficacement des acquisitions multisources et multi-récepteurs. Devant les complications générées par une approche en différences finies pour traiter les topographies complexes, une formulation en éléments finis Galerkin discontinus est finalement utilisée. Le problème inverse nécessite un modèle initial pour les paramètres inversés et permet de minimiser la fonction objectif de façon itérative. Cette méthode est appliquée dans un premier lieu à des modèles numériques simples afin de contrôler le rôle des différents paramètres de l'inversion. Un modèle synthétique du glissement de Super-Sauze, caractérisé par de forts contrastes et une topographie complexe, est par la suite utilisé pour évaluer les performances du code. Cette étude met en évidence l'importance de la méthode d'optimisation utilisée, du dispositif d'acquisition, de la qualité du modèle initial et de l'apport des stratégies de pré-conditionnement utilisées dans le processus d'inversion. La méthode est ensuite appliquée à deux jeux de données réelles, acquis respectivement au-dessus d'une cavité maçonnée à Jarjeau (45), et sur le glissement de terrain de Super-Sauze (04). Les difficultés relatives aux conditions réelles nécessitent un prétraitement important des données. L'estimation de la source constitue aussi un problème majeur qui impacte directement la convergence de l'inversion. Dans le premier cas, la méthode proposée permet de produire une image plus ou moins fidèle des distributions des vitesses du milieu, la qualité finale de ces images variant suivant les efforts mis en oeuvre pour contraindre l'inversion. Le deuxième cas illustre quant à lui toutes les difficultés relatives aux milieux complexes : les données montrent un faible rapport signal sur bruit, la topographie très découpée génère un fort taux de diffraction des ondes de surface, la signature de la source admet de fortes variations d'un tir à l'autre. Malgré la complexité du contexte, les résultats de l'inversion des formes d'onde sont en bon accord avec la connaissance géotechnique du site.

<p>This report deals with the performance of a batch flow treatment of landfillleachate compared with a continuous flow system. The parameters in focus were total Kjeldahl nitrogen (TKN), BOD5 and COD. The pilot-scale experiment used eight barrels with a volume of 150 liters. Each barrel was constructed differently concerning its flow, its bed material grain size and its presence of plants or not. Four of the barrels worked in batch mode, thus four in continuous flow mode. The continuous flow systems were provided with water trough small tubes with regulators. Samples were collected once a week and analysis was carried out yielding results of BOD5, COD, TKN, pH and conductivity of the effluents. The same parameters were analyzed for the influent every week. The result shows that a wetland is a good way of treating the landfill leachate as the BOD5, COD and TKN decreases. Moreover the color, which contravenes with legislative demands in the region, was distinctly decreased. Yet the report failed to show a significant difference between batch loaded and continuous flow wetlands. More studies have to be carried out in order to determine or contradict whether batch mode in fact provides a better treatment.</p>

The Multi-Agency Radiological Site Survey Investigation Manual (MARSSIM) is a regulatory guidance document regarding compliance evaluation of radiologically contaminated soils and buildings (USNRC, 2000). Compliance is determined by comparing radiological measurements to established limits using a combination of hypothesis testing and scanning measurements. Scanning allows investigators to identify localized pockets of contamination missed during sampling and allows investigators to assess radiological exposure at different spatial scales. Scale is important in radiological dose assessment as regulatory limits can vary with the size of the contaminated area and sites are often evaluated at more than one scale (USNRC, 2000). Unfortunately, scanning is not possible in the subsurface and direct application of MARSSIM breaks down. This dissertation develops a subsurface decision framework called the Geospatial Extension to MARSSIM (GEM) to provide multi-scale subsurface decision support in the absence of scanning technologies. Based on geostatistical simulations of radiological activity, the GEM recasts the decision rule as a multi-scale, geospatial decision rule called the regulatory limit rule (RLR). The RLR requires simultaneous compliance with all scales and depths of interest at every location throughout the site. The RLR is accompanied by a compliance test called the stochastic conceptual site model (SCSM). For those sites that fail compliance, a remedial design strategy is developed called the Multi-scale Remedial Design Model (MrDM) that spatially indicates volumes requiring remedial action. The MrDM is accompanied by a sample design strategy known as the Multi-scale Remedial Sample Design Model (MrsDM) that refines this remedial action volume through careful placement of new sample locations. Finally, a new sample design called “check and cover” is presented that can support early sampling efforts by directly using prior knowledge about where contamination may exist. This dissertation demonstrates how these tools are used within an environmental investigation and situates the GEM within existing regulatory methods with an emphasis on the Environmental Protection Agency’s Triad method which recognizes and encourages the use of advanced decision methods. The GEM is implemented within the Spatial Analysis and Decision Assistance (SADA) software and applied to a hypothetical radiologically contaminated site.

<p>The time bound agenda of the Millennium Development Goals (MDG&rsquo / s) aims at reducing poverty, extending gender equality and advancing opportunities for health and education by addressing current and future water resource and sanitation needs. In many rural areas of South Africa, the cost implication of routing surface water supplies and providing water borne sewerage may far exceed the budgets of local water service authorities. This has resulted in a major thrust in service provision via localised sources, mainly boreholes and springs as well as on site sanitation options. Whilst the National Water Act (Act 36 of 1998) mandates the South African government to provide potable water to all citizens in an equitable manner, this needs to be balanced against the preservation of the country&rsquo / s water resources both quantitatively and qualitatively to ensure sustainability. It is imperative that this fine balance between protection and effecting societal demands and economic development through large-scale water provision be maintained, as successful strategising will be resultant of integrated social, economic and environmental issues especially in economically developing countries. In order to fulfil the mandate of the NWA, policies and strategies for effective protection and use of groundwater resources have been drawn up and are in the process of being drawn up by the national Department of Water Affairs and Forestry (DWAF). The major scope of research in this thesis stems from feasibility studies commissioned by the DWAF for the implementation of a groundwater protection zoning policy for the management and protection of groundwater resource quality. The research work focuses on specifically the microbiological zone of protection and attempts to determine the fate of various pathogens that emanate from on site sanitation facilities as they move through the subsurface. The research was predominantly proposed as a desktop collation and analysis of existing published data however / it was later decided to include a local case study site.</p>

This report deals with the performance of a batch flow treatment of landfillleachate compared with a continuous flow system. The parameters in focus were total Kjeldahl nitrogen (TKN), BOD5 and COD. The pilot-scale experiment used eight barrels with a volume of 150 liters. Each barrel was constructed differently concerning its flow, its bed material grain size and its presence of plants or not. Four of the barrels worked in batch mode, thus four in continuous flow mode. The continuous flow systems were provided with water trough small tubes with regulators. Samples were collected once a week and analysis was carried out yielding results of BOD5, COD, TKN, pH and conductivity of the effluents. The same parameters were analyzed for the influent every week. The result shows that a wetland is a good way of treating the landfill leachate as the BOD5, COD and TKN decreases. Moreover the color, which contravenes with legislative demands in the region, was distinctly decreased. Yet the report failed to show a significant difference between batch loaded and continuous flow wetlands. More studies have to be carried out in order to determine or contradict whether batch mode in fact provides a better treatment.

Deep subsurface rock samples from Upper Ordovician strata in the Michigan Basin were analyzed for the presence of microbial communities. High concentrations of biogenic methane were observed in the Upper and Middle Ordovician formations. Total porosity values for the shale, shale hard bed and limestone samples were 7.4%, 2.5% and 1.9%, respectively. Hydrocarbon presence ranged from petroliferous shale, to bituminous layering in shale hard beds, to hydrocarbon odour in limestone. Organic carbon content ranged from 0.5 to 2.5%, highest amount being present in the shale. Environmental DNA was extracted from core samples and PCR amplified using 16S rDNA bacterial primers. PCR performed with archaeal 16S rDNA and methanogen-specific (mcrA) primers did not yield DNA amplification. Gene analysis indicated that bacterial sequences similar to Proteobacteria, Cyanobacteria, Firmicutes, and Actinobacteria were present. Most sequences were not related to known cultivated species. Proteobacteria was the most dominant phyla at all depths and included heterotrophic, lithotrophic, acidophilic, radiotolerant, and sulphate-reducing species of bacteria. This study concludes that the observed biogenic methane is a product of ancient methanogenesis.

Deep subsurface rock samples from Upper Ordovician strata in the Michigan Basin were analyzed for the presence of microbial communities. High concentrations of biogenic methane were observed in the Upper and Middle Ordovician formations. Total porosity values for the shale, shale hard bed and limestone samples were 7.4%, 2.5% and 1.9%, respectively. Hydrocarbon presence ranged from petroliferous shale, to bituminous layering in shale hard beds, to hydrocarbon odour in limestone. Organic carbon content ranged from 0.5 to 2.5%, highest amount being present in the shale. Environmental DNA was extracted from core samples and PCR amplified using 16S rDNA bacterial primers. PCR performed with archaeal 16S rDNA and methanogen-specific (mcrA) primers did not yield DNA amplification. Gene analysis indicated that bacterial sequences similar to Proteobacteria, Cyanobacteria, Firmicutes, and Actinobacteria were present. Most sequences were not related to known cultivated species. Proteobacteria was the most dominant phyla at all depths and included heterotrophic, lithotrophic, acidophilic, radiotolerant, and sulphate-reducing species of bacteria. This study concludes that the observed biogenic methane is a product of ancient methanogenesis.

In order to preserve groundwater resources from contamination by volatile organic compounds and to clean up sites contaminated with the compounds, we should understand fate and transport of contaminants in the subsurface systems and physicochemical processes involving remediation technologies. To enhance our understanding, numerical studies were performed on the following topics: (i) multiphase flow and contaminant transport in subsurface environments; (ii) biological transformations of contaminants; (iii) in-situ air sparging (IAS); and, thermal-enhanced venting (TEV). Among VOCs, trichloroethylene (TCE) is one of the most-frequently-detected chemicals in the contaminated groundwater. TCE and its daughter products (cis-1,2-dichloroethylene (cDCE) and vinyl chloride (VC)) are chosen as target contaminants. Density-driven advection of gas phase is generated by the increase in gas density due to vaporization of high-molecular weight contaminants such as TCE in the unsaturated zone. The effect of the density-driven advection on fate and transport of TCE was investigated under several environmental conditions involving infiltration and permeability. Biological transformations of contaminants can generate byproducts, which may become new toxic contaminants in subsurface systems. Sequential biotransformations of TCE, cDCE, and VC are considered herein. Under different reaction rates for two bioreaction kinetics, temporal and spatial concentration profiles of the contaminants were examined to evaluate the effect of biotransformations on multispecies transport. IAS injects clean air into the subsurface below the groundwater table to remediate contaminated groundwater. The movement of gas and the groundwater as a multiphase flow in the saturated zone and the removal of TCE by IAS application were analyzed. Each fluid flow under IAS was examined in terms of saturation levels and fluid velocity profiles in a three-dimensional domain. Several scenarios for IAS systems were simulated to evaluate remedial performance of the systems. TEV was simulated to investigate its efficiency on the removal of a nonaqueous phase liquid in the unsaturated zone under different operational conditions. For numerical studies herein, the governing equations for multiphase flow, multispecies transport, and heat energy in porous media were developed and solved using Galerkin finite element method. A three-dimensional numerical model, called TechFlowMP model, has been developed.