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

Ehe es zu spät ist

A. Singalowsky

Faust, der zu spät bekehrte Demokrat. Furchtbare Tragödie in 6 langen Abtheilungen, der Kürze wegen in 3 Akte zusammengezogen

Werk ursprünglich anonym erschienen

Adaptação do ensaio SPT para determinação de parâmetros adicionais para o dimensionamento de fundações

A presente pesquisa foi desenvolvida com o intuito de agregar alguns procedimentos ao Ensaio SPT, para se obter um maior número de parâmetros para o dimensionamento de fundações, visto que este ensaio é o tipo de investigação de subsolo mais utilizado no Brasil para este fim. Os procedimentos adicionados foram: medida de eficiência do equipamento e ensaio de arrancamento do amostrador em cada camada distinta de solo atravessado. Foram realizados nove ensaios de arrancamento do amostrador, em três furos de sondagem, nas profundidades de dois, cinco e dez metros (três camadas de solos distintas). Em um quarto furo foram realizadas duas provas de carga à compressão no amostrador (nas profundidades de dois e cinco metros) para determinação da eficiência do equipamento. Por meio destes ensaios foi possível obter: a resistência de ponta do ensaio SPT, a resistência por atrito lateral na face externa do amostrador, e a razão de atrito do ensaio SPT, que pode ser usada para a classificação de solo de modo similar ao utilizado para o ensaio de cone. Além destes resultados, neste trabalho foi também analisada a relação entre a resistência por atrito interna e externa no amostrador durante o ensaio, conhecida por a. Esta relação mostrou-se maior para a camada de solo com grande porcentagem de pedregulho e menor para a camada que apresentava maior porcentagem de argila. Foi observado também que o valor de a cresce linearmente com a razão entre o valor de NSPT e a tensão vertical efetiva na profundidade do ensaio. Os resultados deste trabalho também mostraram que o valor da razão entre a resistência de ponta do ensaio SPT (qSPT) e o valor de NSPT é único para o mesmo tipo de solo. Além disso, os valores encontrados nesta pesquisa da razão qSPT/ NSPT são próximos aos valores da razão entre a resistência de ponta do ensaio de cone e o NSPT encontrados na literatura.

Karl und Louise, oder Nur einem Monat zu spät; ein bürgerliches Trauerspiel in fünf Aufzügen,

Mode of access: Internet.

SAMPLING BIAS IN EVALUATING THE PROBABILITY OF SEISMICALLY INDUCED SOIL LIQUEFACTION WITH SPT & CPT CASE HISTORIES

Several deterministic and probabilistic methods are used to evaluate the probability of seismically induced liquefaction of a soil. The probabilistic models usually possess some uncertainty in that model and uncertainties in the parameters used to develop that model. These model uncertainties vary from one statistical model to another. Most of the model uncertainties are epistemic, and can be addressed through appropriate knowledge of the statistical model. One such epistemic model uncertainty in evaluating liquefaction potential using a probabilistic model such as logistic regression is sampling bias. Sampling bias is the difference between the class distribution in the sample used for developing the statistical model and the true population distribution of liquefaction and non-liquefaction instances. Recent studies have shown that sampling bias can significantly affect the predicted probability using a statistical model. To address this epistemic uncertainty, a new approach was developed for evaluating the probability of seismically-induced soil liquefaction, in which a logistic regression model in combination with Hosmer-Lemeshow statistic was used. This approach was used to estimate the population (true) distribution of liquefaction to non-liquefaction instances of standard penetration test (SPT) and cone penetration test (CPT) based most updated case histories. Apart from this, other model uncertainties such as distribution of explanatory variables and significance of explanatory variables were also addressed using KS test and Wald statistic respectively. Moreover, based on estimated population distribution, logistic regression equations were proposed to calculate the probability of liquefaction for both SPT and CPT based case history. Additionally, the proposed probability curves were compared with existing probability curves based on SPT and CPT case histories.

Empirical correlation of shear wave velocity (Vs) with spt of soils in Madrid

Empirical correlations are usually used as a predictive tool in geotechnical engineering. However, equations calculated for soils very different to the ones to be characterized are frequently used, and so they are not representative of their mechanical properties. This fact, added to the increasing interest of civil engineering in knowing the shear wave velocity (Vs) of the ground, has led to the calculation of different empirical equations to predict the Vs value of the soils of Madrid. In this study this has been achieved by calculating the empirical correlations between the Vs value obtained through the ReMi (Refraction Microtremor) technique and the Standard Penetration Test (500 NSPT values). The empirical correlations proposed are applicable to the whole metropolitan area of Madrid, and have an excellent predictive capability owing to the incorporation of the measurement depth to the equations, which has an important influence in the resistance properties of soils.