O estudo da erodibilidade ganha importância quando se tratam de solos localizados em regiões tropicais, caracterizadas por altas pluviosidades e evaporações que dificilmente permitem ao maciço atingir um estado de saturação em campo. A erodibilidade e as propriedades hidráulicas determinam as condições de infiltração e de escoamento superficial e podem acelerar as feições erosivas através das perdas de partículas. Neste trabalho, observou-se que o grau de saturação in situ estabelece um potencial de sucção matricial (Sm) capaz de orientar o fluxo, absorção e armazenamento da água nos poros do solo. Deste modo, foi possível correlacionar as propriedades de absorção de água com as sucções mátricas de três solos (arenoso, argiloso e areno-argiloso), com comportamento erosivo e não-erosivo, ensaiados a diferentes teores de umidade inicial. Após o controle da sucção e umidade, através da panela de pressão de Richards, os solos foram submetidos ao ensaio de erodibilidade proposto por Nogami & Villibor (1979). Os índices de absorção (Iabs), de perda de massa por imersão (P) e de erodibilidade (E) determinados neste ensaio, quando correlacionados com as curvas características dos solos, mostraram a influência da sucção matricial no início do processo erosivo. Verificou-se uma tendência de aumento da perda de massa por imersão, quanto menor era o teor de umidade inicial imposta (maior sucção). Provavelmente, quando do início do evento chuvoso, o solo tende a ser mais erodível quanto mais seco estiver. Além disso, as correlações obtidas mostraram-se coerentes com o comportamento dos solos em estudo, permitindo uma estimativa da sucção (Sm) de um solo a partir de grandezas facilmente mensuráveis como o Iabs, obtido em ensaio simples e de fácil execução. / The study of erodibility gains importance when dealing with soil located in tropical regions, characterized by high precipitation and evaporation that allow hardly the massive soil to reach a state of saturation in the field. The erodibility and hydraulic properties define the infiltration conditions and the superficial flow, and they can accelerate the erosive process due to the losses of particles. In this work, we observed that the degree of saturation in situ establishes the potencial for suction matrix (Sm) can guide the flow, absorption and storage of water in soil pores. Therefore, experimentally, it was possible to correlate the properties of water absorption with the matrix suctions of three soils, with different initial moisture contents and erosive and non-erosive behaviors. After controlling the suction and moisture through the pressure Richards pressure chamber the soils were subjected to the erodibility test proposed by Nogami & Villibor (1979). The indexes of absorption (Iabs), mass loss by immersion (P) and erodibility (E) determinated in this experiment, when correlated with the characteristic curves of soils, showed the influence of matrix suction at the beginning of the erosion process. There was a trend of increased weight loss by immersion, the lower was the initial moisture content imposed (greater suction). Furthermore, the correlations obtained were consistent with the behavior of soils under study, allowing to estimate of suction (Sm) of a soil from easily measurable values such as the Iabs.

abstract: The experience base of practitioners with expansive soils is largely devoid of directly measured soil suction. This historical lack of soil suction measurement represents an impediment to adoption of modern unsaturated soil engineering to problems of expansive soils. Most notably, soil suction-based analyses are paramount to proper design of foundations in expansive soils. Naturally, the best method to obtain design suction profiles is to perform an appropriate geotechnical investigation that involves soil moisture change-appropriate drilling depths, sampling intervals, and requisite laboratory testing, including suction measurement. However, as practitioners are slow to embrace changes in methodology, specifically regarding the adoption of even relatively simple suction measurement techniques, it has become imperative to develop a method by which the routine geotechnical procedures currently employed can be used to arrive at acceptable approximations of soil suction profiles. Herein, a substitute, or surrogate, for soil suction is presented, such that the surrogate agrees with observed field soil suction patterns and provides estimates of soil suction that are acceptable for use in practice. Field investigations with extensive laboratory testing, including direct suction measurement, are used in development of the soil suction surrogate. This surrogate, a function of water content and routinely measured soil index properties, is then used in estimation of field expansive soil suction values. The suction surrogate, together with existing geotechnical engineering reports, is used to augment the limited existing database of field soil suction profiles. This augmented soil suction profile database is used in development of recommendations for design suction envelopes and design suction profiles. Using the suction surrogate, it is possible to proceed from the beginning to the end of the Suction-Oedometer soil heave/shrinkage analysis without directly measuring soil suction. The magnitude of suction surrogate-based heave estimates is essentially the same as heave estimates obtained using direct soil suction measurements. The soil suction surrogate-based approach, which uses a complete-stress-state approach, considering both net normal stress and soil suction, is an intermediate step towards the adoption of unsaturated soil engineering in expansive soils analyses, wherein direct soil suction measurements are routinely made. / Dissertation/Thesis / Doctoral Dissertation Civil, Environmental and Sustainable Engineering 2019

The performance of Thin Membrane Surface (TMS) highways is largely controlled by the strength of the subgrade soil which in turn is a function of the soil suction (Fredlund and Morgenstern, 1977). Thermal conductivity suction sensors can be used to indirectly measure in situ matric suction. <p>Thirty two (32) thermal conductivity sensors were installed under Thin Membrane Surface (TMS) in two highway locations; namely, Bethune and Torquay, Saskatchewan, in September 2000. The sensors were installed beneath the pavement, shoulder and side-slope to monitor matric suction and temperature changes with time. The monitoring system at Bethune was damaged after two years of operation. The thermal conductivity sensors at Torquay all appear to have been working well and data are still being collected.<p>Other attempts had been made in the past to use thermal conductivity sensors for field suction measurement, but all were terminated within a short period of time due to limitations associated with the equipment. The long-term suction measurement at the Torquay site is unique and provides valuable field data. <p>This research project presents and interprets the long-term matric suction measurements made between the years 2000 to 2005 at the Torquay site and from 2000 to 2002 at the Bethune site. To help in the interpretation of the data, a site investigation was undertaken along with a laboratory testing program that included the measurement of Soil-Water Characteristic Curves (SWCC). As well, a limited laboratory study was undertaken on several new thermal conductivity matric suction sensors. <p>The matric suction readings in the field showed a direct relationship to rainfall and regional evaporation conditions at the test sites. At the Bethune and Torquay test sites, the changes in matric suctions appeared to be mainly due to the movement of moisture through the edge of the road. Relatively constant equilibrium suctions were encountered under the driving-lanes. Conversely, matric suctions under the side-slopes were found to vary considerably with time and depth. Matric suctions under the driving-lanes ranged from 20 to 60 kPa throughout the years. Matric suctions on the side-slopes changed from 100 to 1500 kPa over the years. <p>The greatest variation of soil suctions occurred in the month of April from location to location in the subgrade. The soil suctions became less variable in June while larger variations again occurred from July to October. <p>The matric suction measurements obtained from the thermal conductivity sensors showed a general agreement with the values estimated using the soil-water characteristic curves, SWCC, measured in the laboratory.

The performance of Thin Membrane Surface (TMS) highways is largely controlled by the strength of the subgrade soil which in turn is a function of the soil suction (Fredlund and Morgenstern, 1977). Thermal conductivity suction sensors can be used to indirectly measure in situ matric suction. <p>Thirty two (32) thermal conductivity sensors were installed under Thin Membrane Surface (TMS) in two highway locations; namely, Bethune and Torquay, Saskatchewan, in September 2000. The sensors were installed beneath the pavement, shoulder and side-slope to monitor matric suction and temperature changes with time. The monitoring system at Bethune was damaged after two years of operation. The thermal conductivity sensors at Torquay all appear to have been working well and data are still being collected.<p>Other attempts had been made in the past to use thermal conductivity sensors for field suction measurement, but all were terminated within a short period of time due to limitations associated with the equipment. The long-term suction measurement at the Torquay site is unique and provides valuable field data. <p>This research project presents and interprets the long-term matric suction measurements made between the years 2000 to 2005 at the Torquay site and from 2000 to 2002 at the Bethune site. To help in the interpretation of the data, a site investigation was undertaken along with a laboratory testing program that included the measurement of Soil-Water Characteristic Curves (SWCC). As well, a limited laboratory study was undertaken on several new thermal conductivity matric suction sensors. <p>The matric suction readings in the field showed a direct relationship to rainfall and regional evaporation conditions at the test sites. At the Bethune and Torquay test sites, the changes in matric suctions appeared to be mainly due to the movement of moisture through the edge of the road. Relatively constant equilibrium suctions were encountered under the driving-lanes. Conversely, matric suctions under the side-slopes were found to vary considerably with time and depth. Matric suctions under the driving-lanes ranged from 20 to 60 kPa throughout the years. Matric suctions on the side-slopes changed from 100 to 1500 kPa over the years. <p>The greatest variation of soil suctions occurred in the month of April from location to location in the subgrade. The soil suctions became less variable in June while larger variations again occurred from July to October. <p>The matric suction measurements obtained from the thermal conductivity sensors showed a general agreement with the values estimated using the soil-water characteristic curves, SWCC, measured in the laboratory.

O estudo da erodibilidade ganha importância quando se tratam de solos localizados em regiões tropicais, caracterizadas por altas pluviosidades e evaporações que dificilmente permitem ao maciço atingir um estado de saturação em campo. A erodibilidade e as propriedades hidráulicas determinam as condições de infiltração e de escoamento superficial e podem acelerar as feições erosivas através das perdas de partículas. Neste trabalho, observou-se que o grau de saturação in situ estabelece um potencial de sucção matricial (Sm) capaz de orientar o fluxo, absorção e armazenamento da água nos poros do solo. Deste modo, foi possível correlacionar as propriedades de absorção de água com as sucções mátricas de três solos (arenoso, argiloso e areno-argiloso), com comportamento erosivo e não-erosivo, ensaiados a diferentes teores de umidade inicial. Após o controle da sucção e umidade, através da panela de pressão de Richards, os solos foram submetidos ao ensaio de erodibilidade proposto por Nogami & Villibor (1979). Os índices de absorção (Iabs), de perda de massa por imersão (P) e de erodibilidade (E) determinados neste ensaio, quando correlacionados com as curvas características dos solos, mostraram a influência da sucção matricial no início do processo erosivo. Verificou-se uma tendência de aumento da perda de massa por imersão, quanto menor era o teor de umidade inicial imposta (maior sucção). Provavelmente, quando do início do evento chuvoso, o solo tende a ser mais erodível quanto mais seco estiver. Além disso, as correlações obtidas mostraram-se coerentes com o comportamento dos solos em estudo, permitindo uma estimativa da sucção (Sm) de um solo a partir de grandezas facilmente mensuráveis como o Iabs, obtido em ensaio simples e de fácil execução. / The study of erodibility gains importance when dealing with soil located in tropical regions, characterized by high precipitation and evaporation that allow hardly the massive soil to reach a state of saturation in the field. The erodibility and hydraulic properties define the infiltration conditions and the superficial flow, and they can accelerate the erosive process due to the losses of particles. In this work, we observed that the degree of saturation in situ establishes the potencial for suction matrix (Sm) can guide the flow, absorption and storage of water in soil pores. Therefore, experimentally, it was possible to correlate the properties of water absorption with the matrix suctions of three soils, with different initial moisture contents and erosive and non-erosive behaviors. After controlling the suction and moisture through the pressure Richards pressure chamber the soils were subjected to the erodibility test proposed by Nogami & Villibor (1979). The indexes of absorption (Iabs), mass loss by immersion (P) and erodibility (E) determinated in this experiment, when correlated with the characteristic curves of soils, showed the influence of matrix suction at the beginning of the erosion process. There was a trend of increased weight loss by immersion, the lower was the initial moisture content imposed (greater suction). Furthermore, the correlations obtained were consistent with the behavior of soils under study, allowing to estimate of suction (Sm) of a soil from easily measurable values such as the Iabs.

Expansive soils are widely distributed in arid and semi-arid regions around the world and are typically found in a state of unsaturated condition. These soils are constituted of the clay mineral montmorillonite that is highly active and contributes significantly to volume changes of soils due to variations in the natural water content conditions. The volume changes of expansive soils often cause damage to lightly loaded structures. The costs associated with the damage to lightly loaded structures constructed on expansive soils in the United States alone were estimated as $2.3 billion per year in 1973, which increased to $13 billion per year by 2009. In other words, these damages have increased more than five fold during the last four decades. Similar trends in damages were also reported in other countries (e.g., Australia, China, France, Saudi Arabia, United Kingdom, etc.). Numerous methods have been proposed in the literature over the past 50 years for the prediction of the volume change movement of expansive soils. However, the focus of these methods has been towards estimating the maximum potential heave, which occurs when soils attain the saturation condition. The results of heave estimation considering saturated soil conditions are not always useful in engineering practice. This is because most of damages due to expansive soils often occur prior to reaching the saturation condition. A reliable design of structures on expansive soils is likely if the anticipated soil movements in the field can be reliably estimated over time, taking into account the influence of environmental factors. Limited studies are reported in the literature during the past decade in this direction to estimate/predict the expansive soil movements over time. The existing methods, however, suffer from the need to run expensive and time consuming tests. In addition, verification of these studies for different natural expansive soils has been rather limited. A simple approach, which is referred to as a modulus of elasticity based method (MEBM), is proposed in this study for the prediction of the heave/shrinkage movements of natural expansive soils over time. The proposed MEBM is based on a simplified constitutive relationship used for the first time to estimate the vertical soil movements with respect to time in terms of the matric suction variations and the corresponding values of the modulus of elasticity. The finite element program VADOSE/W (Geo-Slope 2007) for simulating the soil-atmospheric interactions is used as a tool to estimate the changes in matric suction over time. A semi-empirical model that was originally proposed by Vanapalli and Oh (2010) for fine-grained soils has been investigated and extended for unsaturated expansive soils to estimate the variation of the modulus of elasticity with respect to matric suction in the constitutive relationship of the proposed method. The MEBM has been tested for its validity in five case studies from the literature for a wide variety of site and environmental conditions, from Canada, China, and the United States. For each case study, factors influencing the volume change behavior of soils, such as climate conditions, soil cracks, lawn irrigation, and cover type (pavement, vegetation), are successfully modeled over the period of each simulation. The proposed MEBM provides good predictions of soil movements with respect to time for all the case studies. The MEBM is simple and efficient for the prediction of vertical movements of natural expansive soils underlying lightly loaded structures. In addition, a new dimensionless model is also proposed, based on the dimensional analysis approach, for the estimation of the modulus of elasticity which can also be used in the constitutive relationship of the MEBM. The dimensional model is rigorous and takes into account the most significant influencing parameters such as matric suction, net confining stress, initial void ratio, and degree of saturation. This model provides a comprehensive characterization of the modulus of elasticity of expansive soils under unsaturated conditions for different scenarios of loading conditions (i.e., both lightly and heavily loaded structures). The results of the present study are encouraging for proposing guidelines based on further investigations and research studies for the rational design of pavements, shallow and deep foundations placed on/in expansive soils using the mechanics of unsaturated soils.

The one-dimensional (1-D) potential heave (or swell strain) of expansive soil is conventionally estimated using the swelling pressure and swelling index values which are determined from different types of oedometer test results. The swelling pressure of expansive soils is typically measured at saturated condition from oedometer tests. The experimental procedures of oedometer tests are cumbersome as well as time-consuming for use in conventional geotechnical engineering practice and are not capable for estimating heave under different stages of unsaturated conditions. To alleviate these limitations, semi-empirical models are proposed in this thesis to predict the variation of swelling pressure of both compacted and natural expansive soils with respect to soil suction using the soil-water characteristic curve (SWCC) as a tool. An empirical relationship is also suggested for estimating the swelling index from plasticity index values, alleviating the need for conducting oedometer tests. The predicted swelling pressure and estimated swelling index are then used to estimate the variation of 1-D heave with respect to suction for expansive soils by modifying Fredlund (1983) equation. The proposed approach is validated on six different compacted expansive soils from US, and on eight field sites from six countries; namely, Saudi Arabia, Australia, Canada, China, US, and the UK. The proposed simple techniques presented in this thesis are friendly for the practitioners for using when estimating the heave in unsaturated expansive soils.

[pt] A avaliação da estabilidade de taludes naturais em solos residuais envolve, em muitos casos, um considerável grau de incerteza devido a dificuldade em estimar ou conhecer as pressões neutras atuantes no talude. Muitas das incertezas consiste na determinação dos parâmetros de resistência para os solos envolvidos. Este trabalho consiste na estimativa das pressões neutras através de retro-análises de casos históricos brasileiros. Para isto, estudou-se o mecanismo de instabilização que causa a rotura do talude apenas pela perda total ou parcial da sucção, causada pela infiltração da água de chuva. Apresenta-se um breve relato sobre as metodologias de ensaios, bem como parâmetros de resistência ao cisalhamento em solos residuais. É feito um estudo sobre a sucção em solos, dando ênfase a relação sucção - umidade. Para realização das retro-análises foram escolhidos 7 casos históricos, devido a existência de informações sobre superfícies de rotura e parâmetros de resistência de boa qualidade. As retro-análises foram realizadas utilizando-se a envoltória de resistência proposta por Fredlund et alii (1978) para solos parcialmente saturados e a envoltória convencional para solos saturados. O método de Bishop simplificado é empregado para superfície de deslizamento circular, o método de Janbu simplificado para superfície não circular e o método teórico de talude infinito para superfície de rotura paralela a superfície do terreno. Em 4 dos casos históricos, encontrou-se a pressão neutra média mobilizada negativa, mostrando que a instabilidade pode estar associada apenas a redução da sucção. Em outros 2 casos, encontrou-se a pressão neutra média ligeiramente positiva e nos 3 últimos casos analisados, positiva. No estudo, é realizada uma investigação do efeito da distribuição da pressão neutra com a profundidade na análise de estabilidade. Os resultados não alteram a principal conclusão do estudo, isto é, a rotura nestes casos históricos pode estar associada a redução da sucção ou a baixos valores da pressão neutra. / [en] The evaluation of stability of natural slopes in residual soils involves in many cases a considerable degree of uncertainly due to the difficulty of estimating or knowing the pore pressure operating in the slope. Much less uncertainly however existis in determining the effective strength parameters for the soils involved. This work deals with the evaluation of pore pressures through back-analysis of brazilian case histories. In order to do partial loss of suction that are caused bu the infiltration of rain water. A report on the tests conducted in the laboratory is presented as well as a survey on shear strength parameters of residual soils. A study on suction in soils is also presented with enphasis in the relationship moisture- suction. Seven case histories were chosen in order to carry out the back-analysis. In these cases there was available and reliable information on the geometry of the failure surface and shear strength parameters. The strength envelope proposed by Fredlund et all (1978) for partially saturated soils and conventional strength envelope for saturated soils were used in the analysis. The simplified Bishops method was used for circular failure surfaces while Jambus simplified method was used for non-circular surfaces parallel to the slope surface. In four of the case histories analysed, negative mobilized pore pressures were found showing that the intability could be associated only to the reduction in suction. In two other cases the average pore pressure were slightly positive while in the last three cases, positive. A study has been carried out to investigate the possible effect of pore pressure distribution with depth on the stability analysis. The results did not alter the main conclusion of the study, i.e., at failure in these case histories pore suctions of low pore water pressures were generally operating.

Este trabalho apresenta resultados de provas de carga em tubulões a céu aberto, com o monitoramento do teor de umidade através do processo de tradagem, a cada metro, até uma profundidade de 9,0 m, em um maciço de solo não-saturado e colapsível, representativo da região centro-oeste do interior do Estado de São Paulo. Ao todo, realizaram-se dez provas de carga, no Campo Experimental de Fundações da EESC/USP, com e sem inundação do terreno, com carregamento do fuste, foram introduzidas placas de isopor (E.P.S) a fim de, durante a realização dos ensaios, obter separadamente as parcelas de resistência de base e por atrito lateral. A partir dos dados obtidos, procedeu-se uma análise da influência da pressão de sucção, da inundação do terreno e do intervalo de tempo entre a escavação e os outros dois, concretados logo após a etapa de escavação. Observou-se que a sucção tem um efeito importante no comportamento dos tubulões a céu aberto: com o aumento da sucção maiores se tornam as resistências de base e por atrito lateral. Consequentemente, a influência do colapso apresenta-se mais significativa com o aumento da pressão de sucção. / This work presents results of static load tests, in large diameter bored piles, with measurements of soil moisture content in an unsatured collapsible soil, considered as representative of the middle - west region of the State of São Paulo, Brazil. Ten load tests were performed at Foundation Experimental Field of the EESC/USP, with and without wetting of the pit and the with quick maintained load (QML). In the large diameter bored piles were introduction, between the base and the shaft, an layer of \"isopor\", to separate the skin friction and the base resistance, during the static load tests. The gathered data allowed an assessment of the influence the soil suction, of the soil soaking and the effect between excavation and concrete in the behaviour these isolate elements of foundation.

Civil engineers are at times required to stabilize sulfate bearing clay soils with calcium based stabilizers. Deleterious heaving in these stabilized soils may result over time. This dissertation addresses critical questions regarding the consequences of treating sulfate laden soils with calcium-based stabilizers. The use of a differential scanning calorimeter was introduced in this research as a tool to quantify the amount of ettringite formed in stabilized soils. The first part of this dissertation provides a case history analysis of the expansion history compared to the ettringite growth history of three controlled low strength mixtures containing fly ash with relatively high sulfate contents. Ettringite growth and measurable volume changes were monitored simultaneously for mixtures subjected to different environmental conditions. The observations verified the role of water in causing expansion when ettringite mineral is present. Sorption of water by the ettringite molecule was found to be a part of the reason for expansion. The second part of this dissertation evaluates the existence of threshold sulfate levels in soils as well as the role of soil mineralogy in defining the sensitivity of soils to sulfate-induced damage. A differential scanning calorimeter and thermodynamics based phase diagram approach are used to evaluate the role of soil minerals. The observations substantiated the difference in sensitivity of soils to ettringite formation, and also verified the existence of a threshold level of soluble sulfates in soils that can trigger substantial ettringite growth. The third part of this dissertation identifies alternative, probable mechanisms of swelling when sulfate laden soils are stabilized with lime. The swelling distress observed in stabilized soils is found to be due to one or a combination of three separate mechanisms: (1) volumetric expansion during ettringite formation, (2) water movement triggered by a high osmotic suction caused by sulfate salts, and (3) the ability of the ettringite mineral to absorb water and contribute to the swelling process.