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The primary prerequisites for powder mixtures/granules intended for tableting is to posses the quality of (i) homogenous composition; (ii) acceptable flowability, (iii) sufficient compressibility; and (iv) anti-adhesiveness. The most important prerequisite for these powder mixture/granulates is undoubtedly the ability to flow, due to its effect on product quality, especially dose and dosage form uniformity. A comprehensive literature study on the flowability of powders revealed that flow is affected by physical properties such as molecular- and interparticle forces, particle size and size distribution, particle shape, particle density, surface structure of the particle, and particle packing geometry. Various flow tests are available to determine powder flow, each measuring a variety of the properties mentioned above, resulting in different flow results and a subsequent variation in the classification of powders. Particle characterization of a wide range of pharmaceutical fillers through SEM and particle size analysis, indicated considerable differences between physical properties of the various fillers, which suggested significant differences in their flow behaviour. Flow tests were conducted determining the critical orifice diameter (COD); percentage compressibility (%C); angle of repose (AoR) and flow rate (FR) of the fillers in the absence and presence of a glidant (0.25% Aerosil® 200). The results confirmed the expected differences in flow obtained from the various tests, with no one of the fillers achieving the same flow behaviour in all the tests. The difference in flow amongst the fillers for a specific test could, to a large extent, been correlated with specific physical properties of the particles within the powder bed. COD results illustrated the influence of particle size and shape and surface structure on the flowability of these materials, with fillers with a smaller average particle size, less spherical shaped particles and uneven / rough surface structures performing poorer than their counterparts. The percentage compressibility (%C) of the materials was affected by the shape and size of the particles and the density of the materials, whilst the packing geometry also affected flow behaviour. Particles with high density and a low internal porosity tended to posses free flowing properties. Powders with a larger difference in the ratio between their respective bulk and tapped densities/volumes presented better flow results. The AoR of the fillers was affected by the cohesiveness and friction between the particles as well as the shape, surface structure and size of the particles. This method was less discriminative in terms of indicating differences in the flow of powders with comparable physical properties. A further drawback of this method was the variation in results between repetitions, which is affected by the way the samples were handled prior to measurement. The flow rate (FR) of the fillers was predominantly affected by the density of the materials and the size, shape, and surface structure of the particles. Powders with a higher density seemed to exhibit a better flow rate, although some of the other factors affected the flow rate more when the densities were very close or identical. The following general rank order for the various fillers (as an average of their performance in all the tests) were established (with no glidant present): Cellactose® 80 > FlowLac® 100 > Prosolv® HD90 * Ludipress® > Emcompress® >Avicel® PH200 > Starlac® » Emcocel® 50M * chitosan » lactose monohydrate. Addition of a glidant failed to change the rank order significantly. During the final stage of the study an attempt was made to modify and/or refine the composite flow index (CFI) proposed by Taylor ef a/. (2000:6) through (i) inclusion of flow rate results in its computation and/or (ii) varying the contribution (percentage) of each test to the CFI (Taylor & co-workers used equal contributions, namely 33 V* %, in their calculation of the CFI). The results indicated that including the results from the flow rate test was not beneficial in terms of providing a more representative CFI (in fact it reduced the accuracy of the index). Next various weight ratios for COD, %C and AoR was used to determine the CFI of each filler, and an optimum ratio was found at 50%:40%:10% (COD:%C:AoR) resulting in the highest CFI for each powder and the widest range for the CFI (largest difference between minimum and maximum values). This ratio was found in the presence and absence of a glidant. At this ratio the CFI discriminated well between the different powders in terms of their flowability. Lastly, the flowability scale for powders as used by the USP (20007:644) for %C and AoR results was adapted and fitted on the CFI results obtained for the various powders. This scale provided an exceptional fit for the powders both in the absence and presence of a glidant) and offered an excellent means for the grouping and classifcation of powders based on their CFI. / Thesis (M.Sc. (Pharmaceutics))--North-West University, Potchefstroom Campus, 2009.

The most useful dosage form taken from a patient's point of view is tablets because of its simplicity and portability (Takeuchi et al., 2004:132). Manufacturing of tablets can be done by wet granulation or direct compression of powders. For direct compression it is important that the powder has good particle flowability and compactability. Various methods to investigate these properties of the powder have been developed, which provide comparative indices to assist in the process and formulation design (Li et al., 2004:77). Chitin is the second most abundant naturally occurring biopolymer after cellulose (Asada et al., 2004: 169). Chitosan is produced by the partial alkaline N-deacetylation of chitin (Berger et al., 2004:36). The structure of chitosan is similar to that of cellulose, an excipient with acceptable compression properties. According to Olsson and Nystrom (2001 :204) hydrogen bonds are considered to be one of the dominating bonding mechanisms for most pharmaceutical powders. The extent of the effect will depend on the particle shape and surface characteristics (Hiestand, 1997:237-241). Considering the structure of chitosan it predicts the ability to form H-bonds, and produce tablets with acceptable mechanical strength. The two major problems identified in terms of the use of chitosan as directly compressible filler in tablet formulations is its poor flow and compressibility properties (Aucamp, 2004; Buys, 2006; De Kock, 2005). During the characterization of chitosan raw material the aim was to determine to which extend its physical properties affects the flow of the material and to compare its flow properties to that of other commonly used tablet fillers. Two batches chitosan were compared to each other to determine the effect of morphology on their physical properties. When ranking the composite index of the powders it was clear that in regards to the other materials used, chitosan was ranked the lowest. These results confirmed the poor flow of chitosan. The characterization of the two chitosan batches used in this study revealed significant differences in the morphology of the particles of the different batches. Because of these large inter-batch variations with respect to the physical properties of the different batches even when manufactured by the same company via the same method, these variations also affected the flow characteristics of the two batches. From the particle characterization in chitosan it could be concluded that the previously observed poor compression characteristics (De Kock, 2005; Aucamp, 2004) could be attributed to the low density and high porosity of the material. Only one of the batches studied could be compressed on a standard eccentric press, which could be attributed to the differences between the physical properties of two batches. Chitosan showed promising compression characteristics at specific machine settings (limited range of upper punch settings), with good crushing strength and low friabifity. The drawbacks of the compression properties for chitosan on the standard press was the relative low tablet weights that could be compressed for a specific die size and the narrow range for the upper punch setting to achieve an acceptable mechanical tablet strength and friability. The results of Buys (2006) showed promising results for chitosan when changing the compression cycle from a single fill to a double die fill for each compression cycle. The advantage of the modified eccentric tablet press in terms of improvement of the compactibility of low density materials was clearly demonstrated by the results from the compression studies of both chitosan batches. With the double fill cycle on the modified press it was possible to fill the die with a sufficient amount of powder to produce acceptable tablets with sufficient crushing strength and low friability. The modified tablet press made it possible to compress the batch (021010) chitosan which couldn't be compressed on the standard tablet press. Batch (030912), which was compressed on the standard as well as the modified press, showed improved results in the crushing strength and friability with increase of the percentage compression setting at a constant upper punch setting. Batch 030912 showed better results than that of batch 021010 and this could be attributed to the physical differences between the two batches. / Thesis (M.Sc. (Pharmaceutics))--North-West University, Potchefstroom Campus, 2009.

The primary prerequisites for powder mixtures/granules intended for tableting is to posses the quality of (i) homogenous composition; (ii) acceptable flowability, (iii) sufficient compressibility; and (iv) anti-adhesiveness. The most important prerequisite for these powder mixture/granulates is undoubtedly the ability to flow, due to its effect on product quality, especially dose and dosage form uniformity. A comprehensive literature study on the flowability of powders revealed that flow is affected by physical properties such as molecular- and interparticle forces, particle size and size distribution, particle shape, particle density, surface structure of the particle, and particle packing geometry. Various flow tests are available to determine powder flow, each measuring a variety of the properties mentioned above, resulting in different flow results and a subsequent variation in the classification of powders. Particle characterization of a wide range of pharmaceutical fillers through SEM and particle size analysis, indicated considerable differences between physical properties of the various fillers, which suggested significant differences in their flow behaviour. Flow tests were conducted determining the critical orifice diameter (COD); percentage compressibility (%C); angle of repose (AoR) and flow rate (FR) of the fillers in the absence and presence of a glidant (0.25% Aerosil® 200). The results confirmed the expected differences in flow obtained from the various tests, with no one of the fillers achieving the same flow behaviour in all the tests. The difference in flow amongst the fillers for a specific test could, to a large extent, been correlated with specific physical properties of the particles within the powder bed. COD results illustrated the influence of particle size and shape and surface structure on the flowability of these materials, with fillers with a smaller average particle size, less spherical shaped particles and uneven / rough surface structures performing poorer than their counterparts. The percentage compressibility (%C) of the materials was affected by the shape and size of the particles and the density of the materials, whilst the packing geometry also affected flow behaviour. Particles with high density and a low internal porosity tended to posses free flowing properties. Powders with a larger difference in the ratio between their respective bulk and tapped densities/volumes presented better flow results. The AoR of the fillers was affected by the cohesiveness and friction between the particles as well as the shape, surface structure and size of the particles. This method was less discriminative in terms of indicating differences in the flow of powders with comparable physical properties. A further drawback of this method was the variation in results between repetitions, which is affected by the way the samples were handled prior to measurement. The flow rate (FR) of the fillers was predominantly affected by the density of the materials and the size, shape, and surface structure of the particles. Powders with a higher density seemed to exhibit a better flow rate, although some of the other factors affected the flow rate more when the densities were very close or identical. The following general rank order for the various fillers (as an average of their performance in all the tests) were established (with no glidant present): Cellactose® 80 > FlowLac® 100 > Prosolv® HD90 * Ludipress® > Emcompress® >Avicel® PH200 > Starlac® » Emcocel® 50M * chitosan » lactose monohydrate. Addition of a glidant failed to change the rank order significantly. During the final stage of the study an attempt was made to modify and/or refine the composite flow index (CFI) proposed by Taylor ef a/. (2000:6) through (i) inclusion of flow rate results in its computation and/or (ii) varying the contribution (percentage) of each test to the CFI (Taylor & co-workers used equal contributions, namely 33 V* %, in their calculation of the CFI). The results indicated that including the results from the flow rate test was not beneficial in terms of providing a more representative CFI (in fact it reduced the accuracy of the index). Next various weight ratios for COD, %C and AoR was used to determine the CFI of each filler, and an optimum ratio was found at 50%:40%:10% (COD:%C:AoR) resulting in the highest CFI for each powder and the widest range for the CFI (largest difference between minimum and maximum values). This ratio was found in the presence and absence of a glidant. At this ratio the CFI discriminated well between the different powders in terms of their flowability. Lastly, the flowability scale for powders as used by the USP (20007:644) for %C and AoR results was adapted and fitted on the CFI results obtained for the various powders. This scale provided an exceptional fit for the powders both in the absence and presence of a glidant) and offered an excellent means for the grouping and classifcation of powders based on their CFI. / Thesis (M.Sc. (Pharmaceutics))--North-West University, Potchefstroom Campus, 2009.

The most useful dosage form taken from a patient's point of view is tablets because of its simplicity and portability (Takeuchi et al., 2004:132). Manufacturing of tablets can be done by wet granulation or direct compression of powders. For direct compression it is important that the powder has good particle flowability and compactability. Various methods to investigate these properties of the powder have been developed, which provide comparative indices to assist in the process and formulation design (Li et al., 2004:77). Chitin is the second most abundant naturally occurring biopolymer after cellulose (Asada et al., 2004: 169). Chitosan is produced by the partial alkaline N-deacetylation of chitin (Berger et al., 2004:36). The structure of chitosan is similar to that of cellulose, an excipient with acceptable compression properties. According to Olsson and Nystrom (2001 :204) hydrogen bonds are considered to be one of the dominating bonding mechanisms for most pharmaceutical powders. The extent of the effect will depend on the particle shape and surface characteristics (Hiestand, 1997:237-241). Considering the structure of chitosan it predicts the ability to form H-bonds, and produce tablets with acceptable mechanical strength. The two major problems identified in terms of the use of chitosan as directly compressible filler in tablet formulations is its poor flow and compressibility properties (Aucamp, 2004; Buys, 2006; De Kock, 2005). During the characterization of chitosan raw material the aim was to determine to which extend its physical properties affects the flow of the material and to compare its flow properties to that of other commonly used tablet fillers. Two batches chitosan were compared to each other to determine the effect of morphology on their physical properties. When ranking the composite index of the powders it was clear that in regards to the other materials used, chitosan was ranked the lowest. These results confirmed the poor flow of chitosan. The characterization of the two chitosan batches used in this study revealed significant differences in the morphology of the particles of the different batches. Because of these large inter-batch variations with respect to the physical properties of the different batches even when manufactured by the same company via the same method, these variations also affected the flow characteristics of the two batches. From the particle characterization in chitosan it could be concluded that the previously observed poor compression characteristics (De Kock, 2005; Aucamp, 2004) could be attributed to the low density and high porosity of the material. Only one of the batches studied could be compressed on a standard eccentric press, which could be attributed to the differences between the physical properties of two batches. Chitosan showed promising compression characteristics at specific machine settings (limited range of upper punch settings), with good crushing strength and low friabifity. The drawbacks of the compression properties for chitosan on the standard press was the relative low tablet weights that could be compressed for a specific die size and the narrow range for the upper punch setting to achieve an acceptable mechanical tablet strength and friability. The results of Buys (2006) showed promising results for chitosan when changing the compression cycle from a single fill to a double die fill for each compression cycle. The advantage of the modified eccentric tablet press in terms of improvement of the compactibility of low density materials was clearly demonstrated by the results from the compression studies of both chitosan batches. With the double fill cycle on the modified press it was possible to fill the die with a sufficient amount of powder to produce acceptable tablets with sufficient crushing strength and low friability. The modified tablet press made it possible to compress the batch (021010) chitosan which couldn't be compressed on the standard tablet press. Batch (030912), which was compressed on the standard as well as the modified press, showed improved results in the crushing strength and friability with increase of the percentage compression setting at a constant upper punch setting. Batch 030912 showed better results than that of batch 021010 and this could be attributed to the physical differences between the two batches. / Thesis (M.Sc. (Pharmaceutics))--North-West University, Potchefstroom Campus, 2009.

Thesis (Ph. D.)--Ohio State University, 2008. / Title from first page of PDF file. Includes bibliographical references (p. 124-132).

Há poucos estudos sobre a influência da mineralogia no comportamento do solo em relação aos atributos de resistência física. Neste sentido, o estudo tem como hipótese que independentemente do potencial matricial de água no solo a composição mineralógica da fração argila interfere na pressão de préconsolidação, modificando a capacidade de suporte de carga dos solos. Assim, objetivou-se caracterizar a composição mineralógica de classes de solos representativas no Rio Grande do Sul; Determinar parâmetros físico-mecânicos dos solos; E estabelecer correlações entre parâmetros físico-mecânicos com mineralógicos melhorando o entendimento da capacidade de suporte de carga. Para tal, foram selecionados sete solos de duas classes de solos; três Argissolos e quatro Latossolos. As amostras deformadas e indeformadas foram coletadas sob vegetação natural na camada de 10 a 15 cm de profundidade. Na fração TFSA, foram realizadas análises físicas (granulometria e área superficial específica), químicas (carbono orgânico total, teor de óxidos de ferro pedogênicos e óxidos de baixa cristalinidade) e mineralógicas (difratometria de raio x e refletância difusa). Nas amostras indeformadas foram realizadas as análises de permeabilidade ao ar e o ensaio de compressão uniaxial. Os dados foram analisados por correlações de Pearson. Os solos avaliados possuem a caulinita como principal mineral da fração argila, no entanto diferenças com relação aos óxidos de ferro foram encontradas, os quais correlacionaram com a pressão de pré-consolidação. A hematita influenciou positivamente sobre a pressão de pré-consolidação à 100 kPa, assim, dependendo do potencial matricial de água no solo. / There are few studies on the influence of mineralogy on the ground behavior in relation to physical resilience attributes. The is study has hypothesized that regardless of the matric potential of soil water the mineralogical composition of the clay fraction interferes with the pre-consolidation pressure by modifying the soil bearing capacity. Therefore, this study aimed to characterize the mineralogical composition of representative soil classes in Rio Grande do Sul; determine physical-mechanical parameters of the soil; and establish correlations between physico-mechanical parameters mineralogical improving the understanding of the load-bearing capacity. To this end, it was selected seven soils of two soil classes; three Ultisols and four Oxisols. The disturbed and undisturbed samples were collected under natural vegetation in the layer from 10 to 15 cm deep. In TFSA fraction, physical analyzes were performed (particle size and specific surface area), chemical (total organic carbon content of pedogenic iron oxides and low crystallinity oxides) and mineralogical (x ray diffraction and diffuse reflectance). In undisturbed soil samples were carried out air permeability tests and uniaxial compression test. Data were analyzed by Pearson correlations. The evaluated soils have kaolinite as the main mineral of the clay fraction, however differences with respect to iron oxides were found, which correlated with the pressure of pre-consolidation. The hematite had a positive effect on the pre-consolidation pressure of 100 kPa, thus depending on the matric potential of soil water.

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / A presente dissertação objetiva a verificação do desempenho dos ensaios do tipo CRS, com velocidade controlada, quando comparados aos ensaios de adensamento oedométricos convencionais, SIC. O ensaio SIC é executado em vários estágios de carga, cada qual com vinte e quatro horas de duração e razão unitária entre o incremento de tensão e a tensão anterior, requerendo um prazo total de cerca de 10 dias para sua execução. Já o ensaio de adensamento com velocidade controlada, CRS, tem sua duração bastante reduzida, o que levou diversos pesquisadores da área de Geotecnia a concentrarem esforços no estudo de seu desempenho, visando sua utilização mais ampla. Para este estudo foi adquirido equipamento da empresa Hogentogler Inc., designado por GeoStar. Sua instalação, montagem e calibração foram realizadas no Laboratório de Mecânica dos Solos. Foram executados ensaios em corpos de prova obtidos de amostras de caulim, preparadas em laboratório, e também em amostras de solos originários de dois depósitos de diferentes regiões no Estado do Rio de Janeiro: baixada de Jacarepaguá e Itaboraí. A dissertação procurou detalhar a execução dos ensaios, as dificuldades da interpretação das planilhas originadas pelo sistema de aquisição de dados, acoplado ao equipamento GeoStar, as mudanças efetuadas, as ocorrências não previstas, a análise e interpretação dos resultados e a comparação dos parâmetros obtidos com os ensaios SIC e CRS. Procurou-se estudar o efeito da velocidade de deformação, histórico de tensões, qualidade dos corpos de prova, parâmetros do ensaio, facilidade de execução e desempenho. Verificou-se a simplicidade, rapidez e o desempenho satisfatório do ensaio CRS. Sugere-se estender estudos semelhantes a outros locais e, principalmente, a amostras de qualidade superior, na expectativa de confirmar as conclusões detalhadas nesta pesquisa. / This thesis aims to check the performance of the constant rate of strain consolidation test, CRS, compared to the conventional oedometer test, SIC. The SIC test is usually performed in several load stages with load increment of unity, each stage left on for 24hr. The test duration last nearly 10 days. On the other hand, the constant rate of strain consolidation test, CRS, is performed in a much shorter interval. This aspect led many geotechnical researchers to focus efforts in studying the CRS performance, aiming their wider use in practice. The CRS equipment called GeoStar of Hogentogler Inc. has been imported from EUA for the use in this research. Its installation, assembly and calibration have been carried out in the laboratory of Soil Mechanics. CRS and SIC tests have been performed in caulim specimens, molded in the laboratory, and also in soil samples from two deposits of different sites in Rio de Janeiro State: Jacarepaguá and Itaboraí. The author attempted to detail the tests procedures, the difficulties of interpreting the worksheets that come along with the data acquisition system, necessary changes made in the worksheets, the unforeseen events, analysis and interpretation of results and comparison of the parameters obtained with the SIC and CRS tests. The author studied the effect of strain rate, tension history, sample disturbance, test parameters, ease of execution and test performance. The simplicity, short duration and satisfactory performance of CRS tests have been observed. The author suggests the extension of the studies to other sites, and especially the extraction of higher quality samples, hoping to confirm the findings detailed in this research.

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / A presente dissertação objetiva a verificação do desempenho dos ensaios do tipo CRS, com velocidade controlada, quando comparados aos ensaios de adensamento oedométricos convencionais, SIC. O ensaio SIC é executado em vários estágios de carga, cada qual com vinte e quatro horas de duração e razão unitária entre o incremento de tensão e a tensão anterior, requerendo um prazo total de cerca de 10 dias para sua execução. Já o ensaio de adensamento com velocidade controlada, CRS, tem sua duração bastante reduzida, o que levou diversos pesquisadores da área de Geotecnia a concentrarem esforços no estudo de seu desempenho, visando sua utilização mais ampla. Para este estudo foi adquirido equipamento da empresa Hogentogler Inc., designado por GeoStar. Sua instalação, montagem e calibração foram realizadas no Laboratório de Mecânica dos Solos. Foram executados ensaios em corpos de prova obtidos de amostras de caulim, preparadas em laboratório, e também em amostras de solos originários de dois depósitos de diferentes regiões no Estado do Rio de Janeiro: baixada de Jacarepaguá e Itaboraí. A dissertação procurou detalhar a execução dos ensaios, as dificuldades da interpretação das planilhas originadas pelo sistema de aquisição de dados, acoplado ao equipamento GeoStar, as mudanças efetuadas, as ocorrências não previstas, a análise e interpretação dos resultados e a comparação dos parâmetros obtidos com os ensaios SIC e CRS. Procurou-se estudar o efeito da velocidade de deformação, histórico de tensões, qualidade dos corpos de prova, parâmetros do ensaio, facilidade de execução e desempenho. Verificou-se a simplicidade, rapidez e o desempenho satisfatório do ensaio CRS. Sugere-se estender estudos semelhantes a outros locais e, principalmente, a amostras de qualidade superior, na expectativa de confirmar as conclusões detalhadas nesta pesquisa. / This thesis aims to check the performance of the constant rate of strain consolidation test, CRS, compared to the conventional oedometer test, SIC. The SIC test is usually performed in several load stages with load increment of unity, each stage left on for 24hr. The test duration last nearly 10 days. On the other hand, the constant rate of strain consolidation test, CRS, is performed in a much shorter interval. This aspect led many geotechnical researchers to focus efforts in studying the CRS performance, aiming their wider use in practice. The CRS equipment called GeoStar of Hogentogler Inc. has been imported from EUA for the use in this research. Its installation, assembly and calibration have been carried out in the laboratory of Soil Mechanics. CRS and SIC tests have been performed in caulim specimens, molded in the laboratory, and also in soil samples from two deposits of different sites in Rio de Janeiro State: Jacarepaguá and Itaboraí. The author attempted to detail the tests procedures, the difficulties of interpreting the worksheets that come along with the data acquisition system, necessary changes made in the worksheets, the unforeseen events, analysis and interpretation of results and comparison of the parameters obtained with the SIC and CRS tests. The author studied the effect of strain rate, tension history, sample disturbance, test parameters, ease of execution and test performance. The simplicity, short duration and satisfactory performance of CRS tests have been observed. The author suggests the extension of the studies to other sites, and especially the extraction of higher quality samples, hoping to confirm the findings detailed in this research.

Há poucos estudos sobre a influência da mineralogia no comportamento do solo em relação aos atributos de resistência física. Neste sentido, o estudo tem como hipótese que independentemente do potencial matricial de água no solo a composição mineralógica da fração argila interfere na pressão de préconsolidação, modificando a capacidade de suporte de carga dos solos. Assim, objetivou-se caracterizar a composição mineralógica de classes de solos representativas no Rio Grande do Sul; Determinar parâmetros físico-mecânicos dos solos; E estabelecer correlações entre parâmetros físico-mecânicos com mineralógicos melhorando o entendimento da capacidade de suporte de carga. Para tal, foram selecionados sete solos de duas classes de solos; três Argissolos e quatro Latossolos. As amostras deformadas e indeformadas foram coletadas sob vegetação natural na camada de 10 a 15 cm de profundidade. Na fração TFSA, foram realizadas análises físicas (granulometria e área superficial específica), químicas (carbono orgânico total, teor de óxidos de ferro pedogênicos e óxidos de baixa cristalinidade) e mineralógicas (difratometria de raio x e refletância difusa). Nas amostras indeformadas foram realizadas as análises de permeabilidade ao ar e o ensaio de compressão uniaxial. Os dados foram analisados por correlações de Pearson. Os solos avaliados possuem a caulinita como principal mineral da fração argila, no entanto diferenças com relação aos óxidos de ferro foram encontradas, os quais correlacionaram com a pressão de pré-consolidação. A hematita influenciou positivamente sobre a pressão de pré-consolidação à 100 kPa, assim, dependendo do potencial matricial de água no solo. / There are few studies on the influence of mineralogy on the ground behavior in relation to physical resilience attributes. The is study has hypothesized that regardless of the matric potential of soil water the mineralogical composition of the clay fraction interferes with the pre-consolidation pressure by modifying the soil bearing capacity. Therefore, this study aimed to characterize the mineralogical composition of representative soil classes in Rio Grande do Sul; determine physical-mechanical parameters of the soil; and establish correlations between physico-mechanical parameters mineralogical improving the understanding of the load-bearing capacity. To this end, it was selected seven soils of two soil classes; three Ultisols and four Oxisols. The disturbed and undisturbed samples were collected under natural vegetation in the layer from 10 to 15 cm deep. In TFSA fraction, physical analyzes were performed (particle size and specific surface area), chemical (total organic carbon content of pedogenic iron oxides and low crystallinity oxides) and mineralogical (x ray diffraction and diffuse reflectance). In undisturbed soil samples were carried out air permeability tests and uniaxial compression test. Data were analyzed by Pearson correlations. The evaluated soils have kaolinite as the main mineral of the clay fraction, however differences with respect to iron oxides were found, which correlated with the pressure of pre-consolidation. The hematite had a positive effect on the pre-consolidation pressure of 100 kPa, thus depending on the matric potential of soil water.