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Analyses of load settlement behavior for pile groups must consider the interaction of nearby piles. In small pile groups, the key factor for evaluating load-settlement behavior is single-pile stiffness, but when analyzing large pile groups and piled rafts, the importance of induced settlements due to neighboring piles increases. This paper reviews the m...

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Diagenetic processes acting on the sandy sediments of the marine plains from the city of Recife/Brazil formed different types of sandstones. Two blocks of the sandstone formed in the Pleistocene epoch were collected to perform characterization tests and determine their mechanical properties. This sandstone is present in a depth between 0.3 and 4.5 mand ...

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The traditional dynamic load test, based on the one-dimensional wave propagation theory consists in applying a sequence of constant energy blows and making measurements using deformation and acceleration sensors installed on top of the pile, as a function of time. The traditional method has evolved with the development of a numerical model that simulate...

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Finger drains are linear drains used to collect and conduct percolated water in embankment dams. They are arranged crosswise into earth dams, either permanently or as a technique to treat clogged filters. Given their easy operation, they are often applied in engineering practice, without the aid of specific dimensioning techniques in many cases. The aim of this ...
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