Displacements of Slopes Under Earthquake Loading

The displacements and rates of displacement of slopes post-rupture are influenced by the dynamic response of soils. Pre-existing shear surfaces at or close to residual strength are frequently present in slopes of clay and weak mudstone, due to previous slope movement or tectonic disturbance. Knowledge of the strength of such surfaces under rapid loading is necessary of stability during and after an earthquake is to be examined. To obtain such data, high speed displacement controlled ring shear tests have been performed, on samples after being pre-sheared to residual conditions. With the results from those tests, suitable constitutive laws were derived for the soils and numerical analysis were made of an old landslide submitted to dynamic earthquake loading. Analysis were also performed for first landslides, on plastic clays, in order to calculate the maximum velocity, displacement and duration of sliding. The calculation is based on the assumption that the whole moving mass is displaced as a single rigid body with resistance mobilised along the sliding surface. Newmark\u27s sJjding block was used, sliding on a nonlinear surface involving a resistance dependent on factors such as displacement and rate of slip

Vegetation composition and forage mass in grassland with a double structure under two winter grazing regimes.

Remnant areas of Pampas grassland have a distinct double structure. Efficiency of livestock farming on these grasslands depends on practices that are synchronized with natural variation. This study examined the changes in vegetation composition and forage mass during winter to understand the effects of grazing methods in a natural pasture with a double structure that was grazed by heifers

Plastic Deformation of 2D Crumpled Wires

When a single long piece of elastic wire is injected trough channels into a confining two-dimensional cavity, a complex structure of hierarchical loops is formed. In the limit of maximum packing density, these structures are described by several scaling laws. In this paper it is investigated this packing process but using plastic wires which give origin to completely irreversible structures of different morphology. In particular, it is studied experimentally the plastic deformation from circular to oblate configurations of crumpled wires, obtained by the application of an axial strain. Among other things, it is shown that in spite of plasticity, irreversibility, and very large deformations, scaling is still observed.Comment: 5 pages, 6 figure

Coulomb and quantum oscillator problems in conical spaces with arbitrary dimensions

The Schr\"odinger equations for the Coulomb and the Harmonic oscillator potentials are solved in the cosmic-string conical space-time. The spherical harmonics with angular deficit are introduced. The algebraic construction of the harmonic oscillator eigenfunctions is performed through the introduction of non-local ladder operators. By exploiting the hidden symmetry of the two-dimensional harmonic oscillator the eigenvalues for the angular momentum operators in three dimensions are reproduced. A generalization for N-dimensions is performed for both Coulomb and harmonic oscillator problems in angular deficit space-times. It is thus established the connection among the states and energies of both problems in these topologically non-trivial space-times.Comment: 15 page

Centrifuge Modelling of Earthquake Effects in Uniform Deposits of Saturated Sand

Centrifuge models representing level uniform saturated deposits of relatively loose and dense sand were tested at Cambridge University\u27s Schofield Centre to clarify the behaviour of these deposits under earthquake loading. The excess pore pressure, vertical propagation of the accelerations and ground surface settlements resulting from a model earthquake are presented and discussed. The results show that, for similar dynamic loading, the models undergo large shear stiffness degradation resulting from significant pore pressure build up, this taking place at a slower rate in the dense sand. As a result of the cyclic loading, the models suffer settlements, occurring mostly during the event, that are noticeably smaller in the dense model. The upwards propagation of the accelerations through the model depends on the relative density of the sand and changes during the seismic event, following degradation of sand mechanical properties. Large short-duration acceleration spikes are observed near the surface of the dense model, corresponding to large amplification of input acceleration. The results presented and discussed contribute to the understanding of the basic mechanisms of earthquake-induced liquefaction and the use of densification as a measure to mitigate its effects

Qualidade de frutos de bananeira cv. BRS Tropical fertirrigada com diferentes doses de ácidos húmicos.

No Brasil a banana é uma fruta muito apreciada devido suas características sensoriais e por ser fonte de nutrientes. Tais características se diferem entre as variedades com potencial para comercialização

PH e condutividade elétrica do solo sob lâminas de irrigação e doses de adubação nitrogenada em bananeira.

O nitrogênio é um dos nutrientes mais necessários ao bom desenvolvimento e produção da bananeira. A adubação nitrogenada pode ser preparada por fontes de sais inorgânicos rapidamente disponíveis como o amônio, o nitrato e a uréia. A utilização da uréia pelos produtores se traduz pelo menor custo que esses fertilizantes possuem, porém, a possibilidade de aumento da acidez do solo, ou seja, a redução do pH e da saturação de base se tornam aspectos indesejados na aplicação desse fertilizante. Nas condições irrigadas, pode haver interações entre os níveis de água aplicados e as dosagens de adubos, fazendo com que o pH do solo e os níveis de condutividade elétrica (CE) do solo apresentem diferentes comportamentos em relação as condição de sequeiro. Além disso, a CE está relacionada ao conteúdo de água presente no solo, sendo que sua alteração está relacionada à diluição dos sais da solução. O objetivo do trabalho foi avaliar o comportamento do pH do solo e da CE do extrato de saturação ao longo do segundo ciclo da bananeira BRS Tropical com três doses de uréia sob quatro lâminas de irrigação nas condições edafoclimáticas do projeto Gorutuba, Norte de Minas.PDF. 097