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From the Proceedings of the 1971 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - April 22-23, 1971, Tempe, Arizona / Previous studies have indicated that blue-green algae may affect runoff, infiltration and erosion at soil surfaces. Using soil plots upon which blue-green algae were grown under an artificial wetting regime, studies were made using simulated rainfall. A 30% clay content Pima soil and a contrasting 8% clay content river-bottom anthony soil were used. Scytonema hoffmanii and Microcoleus vaginatus grew on the pima soil while Schizothrix calcicola developed on the Anthony soil. The results showed that blue-green algal growths significantly reduced the amount of suspended soil material in runoff water as compared with bare soils. Differences in runoff suspended sediments were also related to differences in soil type and simulated rainfall intensity. An analysis of variance of the effects of these 3 factors and their interactions showed that the smaller differences in suspended sediment production on the Anthony soil due to the microvegetation treatment was verified by a highly significant soils-microvegetation interaction, probably because the finer pima soils wash away more easily without stabilizing microvegetation. Also, less vegetation seems to grow on the Anthony soil. Differences in runoff and infiltration volumes and in settleable sediment amounts were not detected.

From the Proceedings of the 1973 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - May 4-5, 1973, Tucson, Arizona / All groundwater in fort valley is presently found in perched aquifers. The regional water table in the area is estimated to lie at a depth of approximately 1750 feet. Groundwater reservoirs are perched on impermeable clay zones located at the base of alluvial units. Groundwater is also found in highly fractured volcanic zones overlaying impermeable clay zones. Perched aquifers also occur in interflow zones above either impermeable clays or unfractured volcanics. Groundwater in fort valley is the result of infiltration or runoff and from precipitation. This recharge water infiltrates the alluvium or fractured volcanic rocks until an impermeable zone is reached where it becomes perched groundwater. Greatest well yields come from these recharge aquifers; their reliability is largely dependent on precipitation and runoff. Most wells in the fort valley area supply adequate amounts of water for domestic use.

Submitted by Emanuel Varela Cardoso (emanuel.varela@ufcg.edu.br) on 2018-06-28T21:49:04Z No. of bitstreams: 1 KARINE CASTRO NÓBREGA – DISSERTAÇÃO (UAEMa) 2015.pdf: 1849613 bytes, checksum: c5a145f0dd677d54aab0ed55f6ccc4e9 (MD5) / Made available in DSpace on 2018-06-28T21:49:04Z (GMT). No. of bitstreams: 1 KARINE CASTRO NÓBREGA – DISSERTAÇÃO (UAEMa) 2015.pdf: 1849613 bytes, checksum: c5a145f0dd677d54aab0ed55f6ccc4e9 (MD5) Previous issue date: 2015-02-23 / CNPq / A perfuração de poços de petróleo pode danificar fortemente a formação, incluindo a região de interesse: o reservatório. Perfurar sem que se danifique o reservatório caracteriza-se como um grande desafio, e por isso, tem sido estimulado o desenvolvimento de tecnologias de fluidos e otimização de processos de perfuração, incluindo, por exemplo, o uso de fluidos argilosos com vistas à minimização de perdas excessivas de filtrado para as formações permeáveis. Desta forma, este trabalho teve como objetivo avaliar a influência dos aditivos carboximetilcelulose (CMC) e calcita (CaCO3) e suas interações nas propriedades de filtração de fluidos de perfuração argilosos. Para tanto, foi utilizada uma amostra de argila bentonítica, comercialmente conhecida por Volclay, duas amostras de CMC com diferentes massas molares (CMC 1 (9,0 x 104g/mol) e CMC 2 (2,5 x 105g/mol)) e mesmo grau de substituição (DS = 0,7) e, duas amostras de calcita (CaCO3), com diferentes diâmetros médios de partículas e curvas de distribuição em tamanho. Foram realizadas a caracterização física e mineralógica da amostra de argila e a caracterização granulométrica das amostras de calcita, em seguida determinadas as propriedades reológicas (viscosidades aparente (VA) e plástica (VP), limite de escoamento (LE) e força gel (FG)) e de filtração (volume de filtrado (VF), volume de filtrado corrigido (VFcorr), spurt loss (SPL), espessura (h) e permeabilidade (k) do reboco e poder de retenção (R)) dos fluidos argilosos estudados. Os resultados evidenciaram que os fluidos estudados apresentaram comportamento pseudoplástico e os fluidos argilosos preparados com elevada concentração de CMC 2 (2g/350mL de água) apresentaram melhores valores de propriedades reológicas, pois estas propriedades são fortemente influenciadas pelo grau médio de polimerização dos aditivos poliméricos. A aditivação de fluidos argilosos com carboximetilcelulose de baixa massa molar e com calcita de granulometria fina conferiu aos fluidos melhor desempenho na melhoria das propriedades de filtração. Isto aconteceu, porque no meio aquoso a CMC 1 em elevada concentração associada a calcita 1 conduziu a menores valores de VF, h e k e, elevados valores de R. / The drilling of oil wells can greatly damage the formation, including the region of interest: the reservoir. Drilling without damaging the reservoir is characterized as a big challenge, and therefore, has been stimulated the development of fluid technologies and optimization of drilling processes, including, for example, the clay fluids use aiming at minimization excessive losses of the filtrate into the permeable formations. Thus, this study aimed to evaluate the influence of additives carboxymethylcellulose (CMC) and calcite (CaCO3) and their interactions in the filtration properties of clay drilling fluids. For this, it was used a sample of bentonite clay, commercially known by Volclay, two samples of CMC with different molecular weight (CMC 1 (9,0 x 104g/mol) and CMC 2 (2,5 x 105g/mol) ) and the same degree of substitution (DS = 0,7) and two samples of calcite (CaCO3) with different average diameters of particles and size distribution curves. It was done the physical and mineralogical characterization of the clay sample and the particle size characterization of the calcite samples it was also determined the rheological properties (apparent viscosity (AV) and plastic (PV), yield limit (YL) and gel strength (GS)) and of filtration (filtrate volume (FV), filtrate volume corrected (FVcorr), spurt loss (SPL), cake thickness (h) and permeability (k) and retaining power (R)) of the studied clay fluids. The results showed that the studied fluids showed pseudoplastic behavior and clay fluids prepared with high concentration of CMC 2 (2g/350mL of water) showed better values of rheological properties, because these properties are strongly influenced by the average degree of polymerization of polymeric additives. The additived clay fluids with low molecular weight carboxymethylcellulose and with fine granulometry calcite gave the fluids best performance in improving the filtration properties. This happened because in the aqueous medium the CMC 1 in high concentration associated at calcite 1 led at lower values of FV, h and k and high values of R.

A series of static lateral load tests were conducted on a group of fifteen piles arranged in a 3x5 pattern. The piles were placed at a center-to-center spacing of 3.92 pile diameters. A single isolated pile was also tested for comparison to the group response. The subsurface profile consisted of cohesive layers of soft to medium consistency underlain by interbedded layers of sands and fine-grained soils. The piles were instrumented to measure pile-head deflection, rotation, and load, as well as strain versus pile depth.

<p>  </p> <p>Concrete is the second most consumed material in the world after water and is an essential element of constructed infrastructure. Over 14 billion m3 of concrete are being produced annually, resulting in a serious impact on the environment. The production of cement, which is the main component of concrete, is responsible for 5 – 8 % of global CO2 emissions. As a result, several global initiatives have been undertaken to achieve carbon neutrality by 2050. This carbon neutrality target coincides with the Paris Agreement's goal to limit global warming to 1.5 °C. A well-known, and successful strategy to reduce CO2 emissions in the concrete industry is to use supplementary cementitious materials (SCMs) as a partial replacement for cement. However, it is projected that in 2030 the demand for two of the most commonly used SCMs, fly ash and slag cement, will exceed their supply. Using nontraditional and natural pozzolans (NNPs) can help to close this supply gap, but there is a lack of knowledge regarding the reactivity and long-term performance of these materials.</p> <p>The purpose of this research was to perform experiments on several NNPs, some of which can be supplied in commercially viable quantities with the objective of evaluating their performance in cementitious systems (mortars and concretes) with the goal of accurately assessing their potential for use as alternative SCMs. The mortar study was performed using a total of 11 different NNPs, belonging to 4 distinctive groups and distributed as follows: 3 from the group of calcined clays (CCs) - CC1, CC2, and CC3, 3 from the group of natural pozzolans (NPs) - NP1, NP2 and NP3, 2 from the group of fluidized bed combustion (FBCs) ashes - FBC1 and FBC2, and 3 from the group of bottom ashes (GBAs) - GBA1, GBA2, and GBA3.</p> <p>The concrete study was performed on 4 different materials, one from each of the previously mentioned groups. The materials selected for concrete study were the worst-performing members of each group, as determined by the analysis of the test results obtained from mortars. These included CC2, NP3, FBC1, and GBA3 materials. This approach was adopted under the assumption that achieving adequate concrete characteristics with lowest-quality materials will all but assure satisfactory performance of concretes with higher-quality materials. </p> <p>The findings generated from this research indicate that several of the NNPs used in this study present a viable alternative to traditional SCMs. As an example, out of the 11 NNPS, 9 were found to conform to the requirements of the ASTM C618-19, the standard specification currently used to assess the suitability of coal fly ash and raw or calcined natural pozzolans for use in concrete. Results obtained from tests performed on mortars demonstrated that, when used at the replacement level of 25%, all 11 NNPs produced mixtures with characteristics similar to those obtained from the plain cement (OPC) mortar. For that reason, this level of replacement was selected to prepare concrete specimens. The results collected from concrete specimens showed that, when compared to plain concrete, mixtures with all 4 NNPs attained comparable (or improved) mechanical (compressive and flexural strength), durability (freeze-thaw resistance), and transport (formation factor and rate of water absorption) properties. As in the case of traditional SCMs, the mixtures with NNPs were found to require extended curing times to fully realize their property-enhancing potential associated with pozzolanic reactions. Overall, the best performing materials were those from the CCs group, followed by those belonging to, respectively, NPs, GBAs, and FBCs groups. </p>

This dissertation is concerned with the foundations in volume unstable soils and objects disorders which are related to this. The thesis was focused on the study of clay and loess soils which are abundant in the geological profile of the Czech Republic. First, the formation of the two groups of soils is introduced, then their properties are examined and finally the influence of vegetation on the former type and the influence of collapsibility in the latter type are investigated. The conclusion is, in fact, a recommendation on the design of structures so that the system of clay / structure is not damaged and that structures are not subject to renovations. Several instance of problems with structures are discussed which were subject to structural repairs employing both a civil and geotechnical engineers.