Este trabalho apresenta a quantificação da expansão e suas características, principalmente a influência da sucção, em amostras de materiais sedimentares argilosos provenientes da Formação Corumbataí, aflorantes no interior do estado de São Paulo. Foram testadas amostras indeformadas, e amostras destorroadas e compactadas em diferentes umidades, em ensaios de pressão de expansão a volume constante por inundação, e também, com sucção controlada por meio da técnica da transferência de vapor. Foram ensaiadas, ainda, misturas compactadas desse material com bentonita em diferentes proporções, e misturas de bentonita com material não expansivo arenoso oriundo da Formação Botucatu. O controle de sucção foi realizado pelo uso de soluções salinas de NaCl em concentrações preparadas para impor sucções de 40.000, 25.000, 10.000 e 5.000 kPa. Para a realização dos ensaios, construiu-se um sistema de aplicação de cargas e de aquisição automática dos dados de pressão. Para acelerar o processo de umedecimento por vapor, utilizou-se um reservatório externo ligado em uma bomba de ar adaptada para promover a circulação do vapor de ar para dentro da célula edométrica, especialmente construída para esta pesquisa. Os resultados de expansão nos ensaios com inundação mostraram pressões de expansão crescentes com a diminuição dos teores de umidade, e consequente aumento da sucção inicial das amostras ensaiadas, bem como crescentes com o aumento na proporção de bentonita nas misturas, com valores máximos em torno de 700 kPa para o ensaio com a bentonita pura compactada seca. A análise da microestrutura das amostras por meio da porosimetria por intrusão de mercúrio permitiu constatar que as amostras indeformadas apresentaram variação, apenas, nos macroporos após a expansão; e as compactadas na umidade ótima e, posteriormente secas ao ar, não mostraram evolução significativa após a expansão. Na microscopia eletrônica de varredura (MEV) foi possível verificar a mudança nos vazios das amostras, bem como, visualizar a variação na estrutura e na textura. Além disso, no MEV foram confirmados, também, os argilominerais determinados na caracterização mineralógica. Os resultados dos ensaios de expansão com sucção controlada mostraram ausência de pressão de expansão para as amostras da Formação Corumbataí nas condições indeformada, e na condição compactada na umidade ótima e posteriormente seca ao ar. No entanto, esse material, quando compactado seco na forma de pó, e também, compactado seco misturado com bentonita em diferentes proporções, revelou pressões de expansão com a transferência de vapor, assim como, as misturas de bentonita com material não expansivo da Formação Botucatu. A ausência de expansão foi justificada pela forma lenta de umedecimento proporcionada pela transferência de vapor que, apesar de promover o aumento do teor de umidade das amostras, não mobilizou variação volumétrica suficientemente capaz de transmitir como pressão de expansão. Portanto, os ensaios de expansão, com a utilização da técnica de transferência de vapor, foram efetivos para avaliar a expansão somente nos casos em que argilominerais com potencial expansivo estavam presentes em proporções consideráveis. / This thesis presents the quantification and characterization of expansion, especially the influence of suction on samples of sedimentary materials from Corumbatai Formation that occurs in Sao Paulo. Undisturbed and compacted samples with different moisture contents were tested with swelling pressure tests at constant volume method by flooding, and also with suction control by vapour transfer technique. Compacted mixtures of this material with bentonite in differents proportions, and mixtures of bentonite with sandy non-expansive material from the Botucatu Formation were also tested. The suction control was performed by the use of NaCl salt solutions at concentrations prepared to perform 40,000, 25,000, 10,000 and 5,000 kPa suctions. For the tests, it was developed a system for load application and automatic retrieval of pressure. To accelerate the wetting process by vapour, we used an external reservoir connected to an air pump adapted to promote air circulation inside the edometric cell, specially made for this study. The expansion results in flooding tests showed increasing swelling pressure with decreasing moisture content. Consequently there was an increase in the initial suction of the tested samples, which kept increasing as the rate of bentonite was raised in the mixtures, with a peak of ca. 700 kPa for the test with dry pure bentonite compacted. In the microstructure analysis of the samples by mercury intrusion porosimetry, the samples showed variation only in macropores after swell; and the ones compacted at optimum moisture, and subsequently air dried, showed no significant change after the swell. In scanning electron microscopy (SEM) it was possible to verify the change in the voids of the samples, as well as to visualize the variation in the structure and texture. In addition, the SEM confirmed clay minerals deterninated in mineralogical characterization. The results of controlled suction with swell tests showed absence of swell pressure for Corumbatai samples tested in undisturbed conditions, and compacted condition at optimum moisture content, and then air dried. However, when compacted in the form of dry powder, as well as when compacted dry, mixed with different proportions of bentonite, this material showed swelling pressures with vapor transfer technique, as well as mixtures of bentonite with non-expansive material of Botucatu Formation. The absence of swell was explained by the slow damping provided by the vapor transfer that although promoting increasing dampen, did not sufficiently mobilized volume variation capable of transmitting blowing pressure. Therefore, the swell tests with the vapor transfer technique were effective to evaluate the swelling just in cases where clay minerals with swell potential were present in significant proportions.

abstract: The primary objective of this study is to understand the effect of soil cracking on foundation performance for expansive soil profiles. Two major effects of cracks were studied to assess the effect of cracks on foundation performance. First, the effect of cracks on soil volume change response was studied. Second, the effect of cracks on unsaturated flow properties and extent and degree of wetting were evaluated. Multiple oedometer-type pressure plate tests were conducted to evaluate the effect of cracks on soil properties commonly used in volume change (heave) analyses, such as swell pressure, soil water characteristic curve (SWCC), and swell potential. Additionally, the effect of cracks on saturated and unsaturated hydraulic conductivity was studied experimentally to assess the impact of cracks on properties critical to evaluation of extent and degree of wetting. Laboratory experiments were performed on both intact and cracked specimen so that the effect of cracks on behavior could be benchmarked against intact soil response. Based on laboratory observations, the SWCC of a cracked soil is bimodal. However, this bimodal behavior is only observed in the very low suction ranges. Because the bimodal nature of the SWCC of cracked clays is only distinguishable at extremely low suctions, the bimodal behavior is unlikely to have engineering significance when soils remain unsaturated. A "lumped mass" parameter approach has been studied as a practical approach for modeling of cracked soils for both fluid flow and volume change determination. Laboratory unsaturated flow experiments were simulated using a saturated-unsaturated flow finite element code, SVFlux, to back-analyze unsaturated hydraulic conductivity functions for the subject soils. These back-analyzed results were compared to the results from traditionally-applied analyses of the laboratory instantaneous profile tests on intact and cracked specimens. Based on this comparison, empirical adjustments were suggested for modeling "lumped mass" cracked soil behavior in numerical codes for fluid flow through cracked soils. Using the empirically adjusted flow parameters for unsaturated flow modeling, example analyses were performed for slab-on-grade problems to demonstrate the impact of cracks on degree and extent of wetting under unsaturated and saturated flow conditions for different surface flux boundary conditions. / Dissertation/Thesis / Ph.D. Civil and Environmental Engineering 2011

Este trabalho apresenta a quantificação da expansão e suas características, principalmente a influência da sucção, em amostras de materiais sedimentares argilosos provenientes da Formação Corumbataí, aflorantes no interior do estado de São Paulo. Foram testadas amostras indeformadas, e amostras destorroadas e compactadas em diferentes umidades, em ensaios de pressão de expansão a volume constante por inundação, e também, com sucção controlada por meio da técnica da transferência de vapor. Foram ensaiadas, ainda, misturas compactadas desse material com bentonita em diferentes proporções, e misturas de bentonita com material não expansivo arenoso oriundo da Formação Botucatu. O controle de sucção foi realizado pelo uso de soluções salinas de NaCl em concentrações preparadas para impor sucções de 40.000, 25.000, 10.000 e 5.000 kPa. Para a realização dos ensaios, construiu-se um sistema de aplicação de cargas e de aquisição automática dos dados de pressão. Para acelerar o processo de umedecimento por vapor, utilizou-se um reservatório externo ligado em uma bomba de ar adaptada para promover a circulação do vapor de ar para dentro da célula edométrica, especialmente construída para esta pesquisa. Os resultados de expansão nos ensaios com inundação mostraram pressões de expansão crescentes com a diminuição dos teores de umidade, e consequente aumento da sucção inicial das amostras ensaiadas, bem como crescentes com o aumento na proporção de bentonita nas misturas, com valores máximos em torno de 700 kPa para o ensaio com a bentonita pura compactada seca. A análise da microestrutura das amostras por meio da porosimetria por intrusão de mercúrio permitiu constatar que as amostras indeformadas apresentaram variação, apenas, nos macroporos após a expansão; e as compactadas na umidade ótima e, posteriormente secas ao ar, não mostraram evolução significativa após a expansão. Na microscopia eletrônica de varredura (MEV) foi possível verificar a mudança nos vazios das amostras, bem como, visualizar a variação na estrutura e na textura. Além disso, no MEV foram confirmados, também, os argilominerais determinados na caracterização mineralógica. Os resultados dos ensaios de expansão com sucção controlada mostraram ausência de pressão de expansão para as amostras da Formação Corumbataí nas condições indeformada, e na condição compactada na umidade ótima e posteriormente seca ao ar. No entanto, esse material, quando compactado seco na forma de pó, e também, compactado seco misturado com bentonita em diferentes proporções, revelou pressões de expansão com a transferência de vapor, assim como, as misturas de bentonita com material não expansivo da Formação Botucatu. A ausência de expansão foi justificada pela forma lenta de umedecimento proporcionada pela transferência de vapor que, apesar de promover o aumento do teor de umidade das amostras, não mobilizou variação volumétrica suficientemente capaz de transmitir como pressão de expansão. Portanto, os ensaios de expansão, com a utilização da técnica de transferência de vapor, foram efetivos para avaliar a expansão somente nos casos em que argilominerais com potencial expansivo estavam presentes em proporções consideráveis. / This thesis presents the quantification and characterization of expansion, especially the influence of suction on samples of sedimentary materials from Corumbatai Formation that occurs in Sao Paulo. Undisturbed and compacted samples with different moisture contents were tested with swelling pressure tests at constant volume method by flooding, and also with suction control by vapour transfer technique. Compacted mixtures of this material with bentonite in differents proportions, and mixtures of bentonite with sandy non-expansive material from the Botucatu Formation were also tested. The suction control was performed by the use of NaCl salt solutions at concentrations prepared to perform 40,000, 25,000, 10,000 and 5,000 kPa suctions. For the tests, it was developed a system for load application and automatic retrieval of pressure. To accelerate the wetting process by vapour, we used an external reservoir connected to an air pump adapted to promote air circulation inside the edometric cell, specially made for this study. The expansion results in flooding tests showed increasing swelling pressure with decreasing moisture content. Consequently there was an increase in the initial suction of the tested samples, which kept increasing as the rate of bentonite was raised in the mixtures, with a peak of ca. 700 kPa for the test with dry pure bentonite compacted. In the microstructure analysis of the samples by mercury intrusion porosimetry, the samples showed variation only in macropores after swell; and the ones compacted at optimum moisture, and subsequently air dried, showed no significant change after the swell. In scanning electron microscopy (SEM) it was possible to verify the change in the voids of the samples, as well as to visualize the variation in the structure and texture. In addition, the SEM confirmed clay minerals deterninated in mineralogical characterization. The results of controlled suction with swell tests showed absence of swell pressure for Corumbatai samples tested in undisturbed conditions, and compacted condition at optimum moisture content, and then air dried. However, when compacted in the form of dry powder, as well as when compacted dry, mixed with different proportions of bentonite, this material showed swelling pressures with vapor transfer technique, as well as mixtures of bentonite with non-expansive material of Botucatu Formation. The absence of swell was explained by the slow damping provided by the vapor transfer that although promoting increasing dampen, did not sufficiently mobilized volume variation capable of transmitting blowing pressure. Therefore, the swell tests with the vapor transfer technique were effective to evaluate the swelling just in cases where clay minerals with swell potential were present in significant proportions.

Expansive soils are a worldwide problem that possesses various challenges for civil engineers. With increasing water content, they exhibit excessive volume changes, resulting in large horizontal and vertical stresses to the structures located or buried in these regions. The most common method to minimize this effect is to replace these types of clays around the proposed structure with nonexpansive soils. For the cases needing larger volume of replacement, either sidewalls or the foundations must be designed to cater for the anticipated pressures or a suitable improvement technique shall be applied in place. In this experimental study, it is intended to investigate the possible positive effects of trenches backfilled with granular material such as crushed stone or rock on the improvement of swell parameters of expansive soils. Thin-wall oedometer tests, conventional oedometer tests and larger size tests with moulds were performed on artificially compacted untreated and granular fill treated samples for this purpose. The trenches were modeled by opening a hole with a diameter that satisfies the predicted percent trench content at the center of the soil samples, which was then backfilled with granular material. Modified thin-wall oedometer tests were performed to measure the lateral swell pressures of both untreated and treated samples, whereas the conventional oedometer tests and tests on samples placed in moulds were performed to measure the vertical swell parameters of soils. It was observed that both the vertical swell percentages as well as the lateral swell pressures reduced considerably as the volume of granular material filled trench was increased. The treatment was observed to be more remarkable under the surcharge effect of a light weight structure or a fill placed on top.