Geological risk assessment of Amtoudi Agadir in southern Morocco: a key case for sustainable cultural heritage

Medieval fortified granaries known as “agadirs” are very common in southern Morocco, being catalogued as world cultural heritage by United Nations. These Berber buildings (made of stones and tree trunks) usually located on rocky promontories, constitute historical testimonials related to the origin of Morocco, and, as tourist attractions, have a positive impact on the local economy. The sustainability of these ancient monuments requires geological-risk evaluations of the massif stability under the agadir with the proposal of stabilization measures, and an architectonic analysis with appropriate maintenance of the structural elements. An interdisciplinary study including climate, seismicity, hydrology, geology, geomorphology, geotechnical surveys of the massif, and diagnosis of the degradation of structural elements have been performed on the Amtoudi Agadir, selected as a case study. The main findings from this study are that the prevalent rocks used for construction (coming from the underlying substratum) are good-quality arkosic sandstones; the SW cliffs under the agadir are unstable under water saturation; some masonry walls are too thin and lack interlocking stones and mortar; and failures in the beams (due to flexure, fracture, and exhaustion in the resistance due to insect attacks or plant roots) are common. The basic risk assessment of ancient buildings of cultural heritage and their geologic substratum are needed especially in undeveloped areas with limited capacity to implement durable conservation policies. Therefore, recommendations have been provided to ensure the stability and maintenance of this important archaeological site.

Análisis experimental de la pérdida de adherencia hormigón-acero en hormigones sometidos a altas temperaturas

En el conjunto de materiales de construcción habituales en la edificación y las obras de ingeniería, el hormigón destaca entre otras razones por su excelente comportamiento frente a las altas temperaturas y la exposición al fuego. El presente estudio se centra en la adherencia residual entre el hormigón y las barras de acero corrugado soldable tras exponer probetas a altas temperaturas y enfriarlas hasta temperatura ambiente por convección natural. El estudio incluye hormigones de resistencia convencional, hormigones de alta resistencia y hormigones reforzados con fibras de polipropileno y fibras de acero. La adherencia hormigón-acero se ha medido mediante el conocido ensayo de pull-out. La campaña experimental también ha incluido la resistencia a compresión y la resistencia a tracción indirecta. Parte de las probetas se han ensayado a 28 días de edad a temperatura ambiente. A 60 días de edad se han repetido los ensayos a temperatura ambiente y se han realizado esos mismos ensayos en probetas calentadas en un horno industrial hasta tres rangos de temperatura: 450°C, 650°C y 825°C. Previo al proceso de calentamiento han sido sometidas durante 3 horas a un escalón de secado a 120°C. Mediante la metodología propuesta ha sido posible caracterizar la evolución de la pérdida de adherencia residual entre el acero y el hormigón conforme se exponen los especímenes a temperaturas más elevadas. La adición de fibras no tiene una influencia clara en la adherencia a temperatura ambiente. Sin embargo, sí se ha conseguido determinar una mejora sustancial de la adherencia residual en los hormigones, reforzados con fibras de acero sometidos a altas temperaturas.

A Global Strategy for a soul-searching European Union. EPC Discussion Paper, 13 July 2016

On 28 June 2016, just a few days after the historic Brexit vote, High Representative of the Union for Foreign Affairs and Security Policy Federica Mogherini presented the paper on the new European Union Global Strategy (EUGS) at the European Council, outlining the strategic coordinates for the EU’s foreign and security policy. In this Discussion Paper, Giovanni Grevi takes a closer look at the EUGS and assesses its main rationale, features, added value and prospects against the backdrop of an ever more complex world. Not only is the EU dealing with increasingly contested and polarised politics at home, but the global theatre itself has become hugely disorienting, more integrated and yet more fragmented at the same time. The paper recalibrates the overall foreign policy posture of the EU and sketches out a more modest and concrete approach compared to earlier aspirations, and a more joined-up one compared to current practice. By doing so, the strategy seeks to square the circle between the need for Europe to be cohesive and purposeful in a harder strategic environment and the fact that domestic politics within the Union constrain its external action and drain its attractiveness. The EUGS calls on the EU and member states to fully take on their responsibility to underpin unity, prosperity and security at home by taking more effective and joined-up action abroad. The question is, of course, whether this call will be heeded.

Ecological effects of an artificial island, Rincon Island, Punta Gorda, California /

This study documents marine ecological conditions at Rincon Island, located approximately 0.8 kilometer offshore between Ventura and Santa Barbara, California, in a depth of 14 meters. The island, which was constructed between 1957 and 1958 to serve as a permanent platform for oil and gas production, is particularly suitable for ecological study. Habitat features associated with the armor rock and concrete tetrapods surrounding the island support a 'microecosystem' which differs in biotic composition from surrounding natural bottom areas. A major part of the study was devoted to analysis of seasonal dynamics in biotic composition. Permanent transects extending from the high intertidal to natural bottom were established normal to each of the four cardinal sides of the island. All macrobiota were censused in duplicate 1-square meter quadrats along each transect during each of the four seasons. Data analysis indicated that many species exhibit significant variability in abundance from one season to the next. In general, the findings indicate a rich and varied fauna and flora associated with the high-relief solid substrate of Rincon Island which differs substantially from the more depauperate natural bottom habitats in the area.

Proceedings /

Some issues have double volume numbering: vol. 26 (1930)-v. 57 (1960) of the Proceedings appear in vol. 2 (1930)-v. 32 (1960) of the Journal of the American Concrete Institute.

Utilization of engineer construction equipment [microform].

"April 1969"--Vol. D-1.

Use of a probabilistic neural network to reduce costs of selecting construction rock

Rocks used as construction aggregate in temperate climates deteriorate to differing degrees because of repeated freezing and thawing. The magnitude of the deterioration depends on the rock's properties. Aggregate, including crushed carbonate rock, is required to have minimum geotechnical qualities before it can be used in asphalt and concrete. In order to reduce chances of premature and expensive repairs, extensive freeze-thaw tests are conducted on potential construction rocks. These tests typically involve 300 freeze-thaw cycles and can take four to five months to complete. Less time consuming tests that (1) predict durability as well as the extended freeze-thaw test or that (2) reduce the number of rocks subject to the extended test, could save considerable amounts of money. Here we use a probabilistic neural network to try and predict durability as determined by the freeze-thaw test using four rock properties measured on 843 limestone samples from the Kansas Department of Transportation. Modified freeze-thaw tests and less time consuming specific gravity (dry), specific gravity (saturated), and modified absorption tests were conducted on each sample. Durability factors of 95 or more as determined from the extensive freeze-thaw tests are viewed as acceptable—rocks with values below 95 are rejected. If only the modified freeze-thaw test is used to predict which rocks are acceptable, about 45% are misclassified. When 421 randomly selected samples and all four standardized and scaled variables were used to train aprobabilistic neural network, the rate of misclassification of 422 independent validation samples dropped to 28%. The network was trained so that each class (group) and each variable had its own coefficient (sigma). In an attempt to reduce errors further, an additional class was added to the training data to predict durability values greater than 84 and less than 98, resulting in only 11% of the samples misclassified. About 43% of the test data was classed by the neural net into the middle group—these rocks should be subject to full freeze-thaw tests. Thus, use of the probabilistic neural network would meanthat the extended test would only need be applied to 43% of the samples, and 11% of the rocks classed as acceptable would fail early.

A review of ACI recommendations for prevention of plastic cracking

The ACI recommendations for the prevention of cracking of plastic concrete attempt to eliminate such cracking by ensuring that the rate of evaporation from unprotected concrete surfaces does not exceed the estimated rate of bleed water production. The current recommendations, however do not account for the large scatter of the underlying experimental evaporation data nor the effect of altitude on evaporation rate. Ignoring the scatter of the evaporation data frequently leads to an unacceptably high probability that the evaporation rate will exceed the bleed rate. Ignoring the effect of altitude leads to similar high probabilities, but in only a comparatively small number of cases. Simple modifications of the ACI recommendations are suggested that can account for both effects. However; insufficient data on the variability of bleed rates are currently available to allow the scatter of the evaporation data to be accounted for completely.

Modellazione strutturale di edifici storici in muratura e misti: valutazioni comparate e criteri operativi

L’obiettivo della presente tesi è evidenziare l’importanza dell’approccio critico alla valutazione della vulnerabilità sismica di edifici in muratura e misti Il contributo della tesi sottolinea i diversi risultati ottenuti nella modellazione di tre edifici esistenti ed uno ipotetico usando due diversi programmi basati sul modello del telaio equivalente. La modellazione delle diverse ipotesi di vincolamento ed estensione delle zone rigide ha richiesto la formulazione di quattro modelli di calcolo in Aedes PCM ed un modello in 3muri. I dati ottenuti sono stati confrontati, inoltre, con l’analisi semplificata speditiva per la valutazione della vulnerabilità a scala territoriale prevista nelle “Linee Guida per la valutazione e riduzione del rischio sismico del Patrimonio Culturale”. Si può notare che i valori ottenuti sono piuttosto diversi e che la variabilità aumenta nel caso di edifici non regolari, inoltre le evidenze legate ai danni realmente rilevati sugli edifici mostrano un profondo iato tra la previsione di danno ottenuta tramite calcolatore e le lesioni rilevate; questo costituisce un campanello d’allarme nei confronti di un approccio acritico nei confronti del mero dato numerico ed un richiamo all’importanza del processo conoscitivo. I casi di studio analizzati sono stati scelti in funzione delle caratteristiche seguenti: il primo è una struttura semplice e simmetrica nelle due direzioni che ha avuto la funzione di permettere di testare in modo controllato le ipotesi di base. Gli altri sono edifici reali: il Padiglione Morselli è un edificio in muratura a pianta a forma di C, regolare in pianta ed in elevazione solamente per quanto concerne la direzione y: questo ha permesso di raffrontare il diverso comportamento dei modelli di calcolo nelle sue direzioni; il liceo Marconi è un edificio misto in cui elementi in conglomerato cementizio armato affiancano le pareti portanti in muratura, che presenta un piano di copertura piuttosto irregolare; il Corpo 4 dell’Ospedale di Castelfranco Emilia è un edificio in muratura, a pianta regolare che presenta le medesime irregolarità nel piano sommitale del precedente. I dati ottenuti hanno dimostrato un buon accordo per la quantificazione dell’indice di sicurezza per i modelli regolari e semplici con uno scarto di circa il 30% mentre il delta si incrementa per le strutture irregolari, in particolare quando le pareti portanti in muratura vengono sostituite da elementi puntuali nei piani di copertura arrivando a valori massimi del 60%. I confronti sono stati estesi per le tre strutture anche alla modellazione proposta dalle Linee Guida per la valutazione dell’indice di sicurezza sismica a scala territoriale LV1 mostrando differenze nell’ordine del 30% per il Padiglione Morselli e del 50% per il Liceo Marconi; il metodo semplificato risulta correttamente cautelativo. È, quindi, possibile affermare che tanto più gli edifici si mostrano regolari in riferimento a masse e rigidezze, tanto più la modellazione a telaio equivalente restituisce valori in accordo tra i programmi e di più immediata comprensione. Questa evidenza può essere estesa ad altri casi reali divenendo un vero e proprio criterio operativo che consiglia la suddivisione degli edifici esistenti in muratura, solitamente molto complessi poiché frutto di successive stratificazioni, in parti più semplici, ricorrendo alle informazioni acquisite attraverso il percorso della conoscenza che diviene in questo modo uno strumento utile e vitale. La complessità dell’edificato storico deve necessariamente essere approcciata in una maniera più semplice identificando sub unità regolari per percorso dei carichi, epoca e tecnologia costruttiva e comportamento strutturale dimostrato nel corso del tempo che siano più semplici da studiare. Una chiara comprensione del comportamento delle strutture permette di agire mediante interventi puntuali e meno invasivi, rispettosi dell’esistente riconducendo, ancora una volta, l’intervento di consolidamento ai principi propri del restauro che includono i principi di minimo intervento, di riconoscibilità dello stesso, di rispetto dei materiali esistenti e l’uso di nuovi compatibili con i precedenti. Il percorso della conoscenza diviene in questo modo la chiave per liberare la complessità degli edifici storici esistenti trasformando un mero tecnicismo in una concreta operazione culturale . Il presente percorso di dottorato è stato svolto in collaborazione tra l’Università di Parma, DICATeA e lo Studio di Ingegneria Melegari mediante un percorso di Apprendistato in Alta Formazione e Ricerca.

A study of the scattering of fast neutrons in large samples

In the present work, the elastic scattering of fast neutrons from iron and concrete samples were studied at incident neutron energies of 14.0 and 14.4 Mev, using a neutron spectrometer based on the associated particle time-of-flight technique. These samples were chosen because of their importance in the design of fusion reactor shielding and construction. Using the S.A.M.E.S. accelerator and the 3 M v Dynamitron accelerator at the Radiation Centre, 14.0 and 14.4 Mev neutrons were produced by the T(d, n)4He reaction at incident deuteron energies of 140 keV and 900 keV mass III ions respectively. The time of origin of the neutron was determined by detecting the associated alpha particles. The samples used were extended flat plates of thicknesses up to 1.73 mean free paths for iron and 2.3 mean free paths for concrete. The associated alpha particles and fast neutrons were detected by means of a plastic scintillator mounted on a fast focused photomultiplier tube. The differential neutron elastic scattering cross-sections were measured for 14 Mev neutrons in various thicknesses of iron and concrete in the angular range from zero to 90°. In addition, the angular distributions of 14.4 Mev neutrons after passing through extended samples of iron were measured at several scattering angles in the same angular range. The measurements obtained for the thin sample of iron were compared with the results of Coon et al. The differential cross-sections for the thin iron sample were also analyzed on the optical model using the computer code RAROMP. For the concrete sample, the angular distribution of the thin sample was compared with the cross-sections calculated from the major constituent elements of concrete, and with the predicted values of the optical model for those elements. No published data could be found to compare with the results of the concrete differential cross-sections. In the case of thick samples of iron and concrete, the number of scattered neutrons were compared with a phenomological calculation based on the continuous slowing down model. The variation of measured cross-sections with sample thickness were found to follow the empirical relation σ = σ0 eαx. By using the universal constant "K", good fits were obtained to the experimental data. In parallel with the work at 14.0 and 14.4 Mev, an associated particle time-of-flight spectrometer was investigated which used the 2H(d,n)3He reaction for 3.02 Mev neutron energy at the incident deuteron energy of 1 Mev.

Mitigating the obsolescence of quality specifications models in service-based systems

Requirements-aware systems address the need to reason about uncertainty at runtime to support adaptation decisions, by representing quality of services (QoS) requirements for service-based systems (SBS) with precise values in run-time queryable model specification. However, current approaches do not support updating of the specification to reflect changes in the service market, like newly available services or improved QoS of existing ones. Thus, even if the specification models reflect design-time acceptable requirements they may become obsolete and miss opportunities for system improvement by self-adaptation. This articles proposes to distinguish "abstract" and "concrete" specification models: the former consists of linguistic variables (e.g. "fast") agreed upon at design time, and the latter consists of precise numeric values (e.g. "2ms") that are dynamically calculated at run-time, thus incorporating up-to-date QoS information. If and when freshly calculated concrete specifications are not satisfied anymore by the current service configuration, an adaptation is triggered. The approach was validated using four simulated SBS that use services from a previously published, real-world dataset; in all cases, the system was able to detect unsatisfied requirements at run-time and trigger suitable adaptations. Ongoing work focuses on policies to determine recalculation of specifications. This approach will allow engineers to build SBS that can be protected against market-caused obsolescence of their requirements specifications. © 2012 IEEE.

Supercritical carbonation of calcareous composites:influence of curing

This paper reports the effect of curing on the susceptibility of cementitious composites to carbonation using supercritical carbon dioxide. Samples made using a compression moulding technique were cured in water before and/or after carbonation and the effect on porosity, microstructure, solid phase assemblage and flexural strength was determined. In terms of development of mechanical strength, no benefit was gained from any period of pre- or post-carbonation curing regime. Yet samples cured prior to carbonation underwent minimal chemical reaction between supercritical carbon dioxide and calcium hydroxide, unhydrated cement or C-S-H. Thus there was no correlation between chemical degree of reaction and strength development. The effects responsible for the marked strength gain in supercritically carbonated samples must involve subtle changes in the microstructure of the C-S-H gel, not simple pore filling by calcium carbonate as is often postulated. © 2013 Elsevier Ltd. All rights reserved.\.

Supercritical carbonation of calcareous composites:influence of mix design

This work combined compression moulding with subsequent super-critical carbonation treatment (100 bar, 60 °C, 24 h) to fabricate cement and/or lime based ceramic composites with various aggregates. Composites were examined using mechanical testing, XRD, He pycnometry and thin-section petrography. Composites with lime-only binders were significantly weaker than those with cement-lime binders regardless of the degree of carbonation. Flexural strengths in excess of >10 MPa were routinely achieved in large (>100 mm) specimens. Aggregate type (calcareous vs. siliceous) had a significant effect on the microstructure and properties of the composites. Calcareous aggregates appear to augment the strength enhancement effected during super-critical carbonation by encouraging preferential precipitation of calcite at the binder-aggregate interface.