Método de previsão de capacidade de carga de estacas : aplicação dos conceitos de energia do ensaio SPT

A previsão da capacidade de carga de estacas constitui-se um dos desafios da engenharia de fundações por requerer, na teoria, a estimativa de propriedades do solo, suas alterações pela execução da fundação e o conhecimento do mecanismo de interação solo-estaca. Devido à dificuldade de reproduzir analítica e numericamente o mecanismo de interação solo-estaca, a prática brasileira faz uso correlações empíricas, relacionando diretamente os resultados do ensaio SPT com o desempenho do elemento de fundação. Apesar da grande contribuição dos métodos tradicionalmente utilizados, a sua validade está limitada à prática construtiva regional e às condições específicas dos casos históricos utilizados em seu estabelecimento. Com o objetivo de incorporar à engenharia de fundações brasileira um novo método de previsão de capacidade de carga de estacas, obtido diretamente a partir de ensaios SPT, desenvolveu-se nesta pesquisa uma metodologia baseada na interpretação do ensaio SPT sugerida por Odebrecht (2003). À luz desta nova interpretação, utiliza-se a força dinâmica de reação do solo à cravação do amostrador SPT para estimar a capacidade de carga de estacas, relacionando os mecanismos de mobilização de resistência do amostrador (modelo) com os da estaca (protótipo). No intuito de validar a metodologia proposta, organizou-se neste trabalho, um expressivo banco de dados compostos por 325 provas de carga à compressão e 43 provas de carga à tração, executadas em diferentes regiões do país. Das provas de carga à compressão, 132 casos são de estacas cravadas pré-moldadas de concreto, 28 de estacas metálicas, 95 de estacas hélice contínua e 70 casos de estacas escavadas. Já nas provas de carga à tração, 3 casos são de estacas cravadas pré-moldadas, 31 de estacas hélice contínua e 9 casos de estacas escavadas. Conclui-se a partir de análises comparativas entre cargas previstas e medidas que o método proposto é capaz de prever de forma satisfatória a capacidade de carga de estacas. Uma análise estatística dos dados possibilitou atribuir à estimativa de capacidade de carga, um intervalo de confiança das previsões, baseado na confiabilidade requerida para o projeto.

SPT-T: test procedure and applications

Ranzini (1988) proposed the Standard Penetration Test with torque measurement (SPT-T) and some geotechnical engineers in Brazil have been using it since 1991. This paper presents the state of the art on SPT-T testing, emphasizing what is already established as common knowledge in Brazilian engineering practice, besides a suggestion for test procedure, including equipment and practical aspects. In addition, the study of the shape of the torque versus rotation-degree angle curve obtained by an electric torquemeter used in several SPT-T tests carried out on six experimental research sites in the southeast region of Brazil is discussed here. Four different methods to predict pile capacity based on SPT-T test results are briefly presented and a comparison with load tests carried out on different types of piles, on those six experimental research sites, is presented.

Rod length influence in torque measurement of SPT-T test

Since Ranzini suggested supplementing the SPT test with measurement of the torque required to turn the split spoon sampler after driving, many Brazilian engineers have been using this in the design of pile foundations. This paper presents a study of the rod length influence in the torque measurement. A theoretical study of material resistance considering torsion and bending in a thin wall tubular steel shaft was performed. It makes possible to conclude that the shearing tension caused by the proper weight represents less than 1% of the shearing tension caused by the turning moment. In addition, an experimental study was done with electric torquemeters fixed in a horizontal rod system. The tests were being carried out to analyze rods of one meter to twenty meters in length and the measurements were collected at the ends of each rod length verifying the efficiency data. As a result, it is possible to verify that the torque difference through rod length is lower than minimum scales of mechanical torquemeters that are used on practical engineering. Also a fact to be considered is a big torque loss for values under 20 N.m of applied torque. This way, the SPT-T is not adequate to low consistency soil. Copyright ASCE 2007.

Theoretical and experimental evaluation of the influence of the length of drill rods in the SPT-T test

The influence of soil drill rod length on the N value in the SPT-T test has been studied extensively by Mello (1971), Schmertmann & Palacios (1979), Odebrecht et al. (2002) and Cavalcante (2002). This paper presents an analysis of the Standard Penetration Test supplemented with torque measurement (SPT-T). A theoretical study of the resistance of the rod material to torsion and bending indicated that the shear stress caused by the rod self-weight represents less than 1% of that caused by the torsional moment. An experimental study with electric torquemeters attached to a horizontal rod system, as well as two field tests in the vertical direction, were also carried out to compare and substantiate the results. The purpose of these tests was to analyze changes along the length of the rod in response to successive increments at 1-meter intervals. Torque measurements were taken at each increment of the length to ascertain the accuracy of the theoretical data. The difference between the applied torque and the measured torque at the end of rod system was lower than the minimum scale of mechanical torquemeters used in practice.

The seismic SPT to determine the maximum shear modulus

This paper presents the first results of a system to carry out seismic SPT, which associates the up-hole seismic technique to the currently used SPT test. This hybrid test allows determining the maximum shear modulus (G 0) together with the SPT test. G 0 is the most important dynamic soil parameter and it is calculated based on the shear wave velocity (V S) measurements. The equipment and the method of analysis will be briefly described. The V s values measured using the S-SPT in one experimental research site located inland of Sao Paulo State-Brazil are presented and compared with down-hole and Seismic CPT test data. These preliminary results indicate that the S-SPT was satisfactory and can be used for dynamic site characterization.

Desenvolvimento de sistema para sísmica up-hole em conjunto com o ensaio SPT

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

Determination of soil properties from standard penetration test complemented by torque measurement (SPT-T)

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Anmerkungen zu den (spät)persischen Samaria-Bullen aus dem Wadi ed-Dalije. Hellenisches, Persisches und Lokaltraditionen im Grenzgebiet der Provinz Jehud

The present article deals exemplarily with the remarkable iconographic attestations connected with the Wadi ed-Daliye (WD) findings. The discussed bullae were attached to papyri which provide a clear dating of the hoard between 375-335 BCE. Considering style and convention the preserved motives are to be classified as Persian, Greek or Greco-Persian. A major goal of the following presentation is the contextualization of the very material; this is achieved by taking into account local parallels as well as relevant attestations of the dominant / “imperial” cultures of Persia and Greece. The correlation of motives with the (often more complex, more detailed or more contoured) examples stemming from the “source-cultures” follows a clear agenda: It is methodologically based on the approach that was employed by Silvia Schroer and Othmar Keel throughout the project „Die Ikonographie Palästinas/Israels und der Alte Orient (IPIAO). Eine Religionsgeschichte in Bildern” (2005, 23ff). The WD-findings demand a careful analysis since the influencing cultures behind the imagery are deeply rooted in the field of Greek mythology and iconography. Special attention has to be drawn to the bullae, as far as excavated, from a huge Punic temple archive of Carthago (Berges 1997 and 2002) as well as those from the archive of the satrap seat in Daskyleion in the Northwest of Asia Minor (Kaptan 2002), which are chronologically close (end 5th and 4th century BCE) to the WD-finds. Not each and every single motive and artifact of the WD-corpus comprising more than 120 items can be dealt with in detail throughout the following pages. We refer to the editio princeps by Leith (1990, 1997) respectively to the concerning chapter in Keel’s Corpus volume II (Keel 2010, 340-379). The article gives a brief history of research (2.), some basic remarks on the development of style (3.) and a selection of detail-studies (4.). A crosscheck with other relevant corpora of stamp-seals (5.) as well as a compressed synthesis (6.) are contributions in order to characterize and classify the unique iconographic assemblage. There are rather few references to the late Persian coins from Samaria (Meshorer/Qedar 1999), which have been impressed about contemporaneous with the WD-bullae (372-333 BCE), as there is an article by Patrick Wyssmann in this volume about that specific corpus. Through the perspective of the late Persian iconography, Samaria appears as a dazzling metropolis at the crossroads of Greek and Persian culture, which is far away from a strict and revolutionary religious orthodoxy

Es ist zu spät! : ein politisches Trauerspiel

Welsch (Projektbearbeiter): Dramatischer Versuch des Dichters und Journalisten Grieben über den Untergang der Freiheit