A stronger predecessor to the M 6.2 Petrinja, Croatia earthquake in Antiquity – archaeoseismology of the 4th century Siscia event

Author(s):  
Miklós Kázmér ◽  
Rosana Škrgulja

<p>Archaeological excavations of the Roman city of Siscia (Sisak, Croatia) found walls of the city, up to 2 m thick, toppled in the moat. Brick masonry wall segments were found in various orientations: tilted, rotated, twisted, toppled, overturned. Foundations display features of twisting and shearing. There are additional shearing planes within the fallen walls, which allowed the segments to extend during collapse. Much of construction material was robbed in later centuries, so original dimensions are estimates only. Subsoil is alluvial sandy clay. We suggest that a major earthquake damaged the city wall of Siscia. Excitated by site effects of loose soil, high peak ground acceleration caused the wall to be sheared off from its foundation, landing it ultimately in the adjacent moat. Rebuilding of the city wall in the late antique period suggests that the first wall collapsed between the beginning of the 3rd and the middle of the 4th century. This earthquake between ~200 AD and ~350 AD is missing from historical catalogues. Both the Antique and the modern earthquakes were of intensity IX. The St. Quirinus site at Siscia is 12 km from the fault which caused the destruction in Petrinja on 29 December 2020, mere 3 km from the fault. We suggest that the Antique earthquake was stronger than the M 6.2 modern event.</p>


2017 ◽  
Vol 0 (0) ◽  
pp. 0-0 ◽  
Author(s):  
Maalek Saafizaadeh ◽  
Mohammad Hossein Bagheripour


2011 ◽  
Vol 11 (2) ◽  
pp. 549-559 ◽  
Author(s):  
G. P. Ganapathy

Abstract. Chennai city is the fourth largest metropolis in India, is the focus of economic, social and cultural development and it is the capital of the State of Tamil Nadu. The city has a multi-dimensional growth in development of its infrastructures and population. The area of Chennai has experienced moderate earthquakes in the historical past. Also the Bureau of Indian Standard upgraded the seismic status of Chennai from Low Seismic Hazard (Zone II) to Moderate Seismic Hazard (Zone III)–(BIS: 1893 (2001)). In this connection, a first level seismic microzonation map of Chennai city has been produced with a GIS platform using the themes, viz, Peak Ground Acceleration (PGA), Shear wave velocity at 3 m, Geology, Ground water fluctuation and bed rock depth. The near potential seismic sources were identified from the remote-sensing study and seismo-tectonic details from published literatures. The peak ground acceleration for these seismic sources were estimated based on the attenuation relationship and the maximum PGA for Chennai is 0.176 g. The groundwater fluctuation of the city varies from 0–4 m below ground level. The depth to bedrock configuration shows trough and ridges in the bedrock topography all over the city. The seismic microzonation analysis involved grid datasets (the discrete datasets from different themes were converted to grids) to compute the final seismic hazard grid through integration and weightage analysis of the source themes. The Chennai city has been classified into three broad zones, viz, High, Moderate and Low Seismic Hazard. The High seismic Hazard concentrated in a few places in the western central part of the city. The moderate hazard areas are oriented in NW-SE direction in the Western part. The southern and eastern part will have low seismic hazard. The result of the study may be used as first-hand information in selecting the appropriate earthquake resistant features in designing the forthcoming new buildings against seismic ground motion of the city.



2018 ◽  
Vol 55 ◽  
pp. 175-187
Author(s):  
Ádám Szabó ◽  

L. F. Marsigli represented three archaeological structures on the map of Colonia Ulpia Traiana Sarmizegetusa, made in 1699 and published in 1726 – the city walls, the amphitheatre and a rectangular, double-walled building which encloses an empty space, and which has a square-shaped niche on one side (Pl. I/2). The map, compared in scale to the results of archaeological excavations and geophysical surveys shows an exact match with the currently known groundplan of the city wall, its northeastern corner and the amphitheatre. The third building may be identified as the centre of the provincial assembly (concilium provinciae)1 and the provincial imperial cult, namely the forum provinciae, that was situated within the territory of the Area sacra (Pl. I/1; Pl. II), approximately 20 metres to the northwest from the location given by Marsigli. The two textual fragments previously found in the area also support the assessment of the structure of forum provinciae. The dislocation of the third building on the map was presumably due to misprinting or Marsigli’s field error. Today, the area is still unexplored, only future archeological excavations can justify or refute the exact characteristics, structure and periodisation of the third building depicted on Marsigli’s map.



ACTA IMEKO ◽  
2018 ◽  
Vol 7 (3) ◽  
pp. 73
Author(s):  
Giovanni Leucci ◽  
Giacomo Di Giacomo ◽  
Lara De Giorgi ◽  
Immacolata Ditaranto ◽  
Ilaria Miccoli ◽  
...  

Within<strong> </strong>the project for the<strong> </strong>restoration of the<strong> </strong>northern section of the sixteenth-century city wall of Lecce, CNR-IBAM carried out geophysical surveys aimed at the study and the reconstruction of the fortifications system. In particular, the investigations focused on a wide band of land outside the two bastions at the northern far end of the fortifications. The integrated use of GPR and ERT systems has allowed to detect anomalies related to the main ditch outside the city wall and to characterize the rocky bench in which it was excavated; at the time of the surveys, this ditch was still buried and the results of the measurements have guided its excavations. Moreover, the investigations have allowed to identify also other possible ditches or quarries and more ancient structures, which subsequent archaeological excavations have dated at the Roman period. Moreover, geophysical surveys highlighted the presence of modern walls, corresponding with the foundations of the stadium constructed in the first half of the 1900s close to the fortifications. So, geophysical investigations were very important since they allowed not only to direct the archaeological excavations, but also because they allowed to formulate some hypotheses on the ancient topography of the not excavated area.



Bulletin KNOB ◽  
2021 ◽  
Author(s):  
Hilde Van de Pol

The development of Amersfoort’s two city walls can be divided into five periods. The first city wall was built in the first period 1259-1379. Although Amersfoort had been granted a charter in 1259, construction of the wall did not commence until after a serious assault by troops from the duchy of Gelre (Geulders) in 1274. The defensive wall was made stronger on that side, probably in expectation of more attacks from that direction. Between 1380 and 1500 Gelre troops attacked Amersfoort on multiple occasions and offensive firepower increased. Interestingly, Amersfoort opted to build a second city wall rather than reinforcing the existing one, considerably increasing the size of the city in the process. However, the project proved difficult to finance, defend and maintain, most likely due to the stagnating economy. Instead of being demolished after the second wall was in place, the first wall was reinforced with abutting houses, thereby becoming a kind of rampart within a rampart. The new fortifications turned out to be ineffective and in 1501 the city council decided to demolish the first city wall. This freed up space for a second generation of wall houses, mostly built from reused stone and with their front elevation on the trajectory of the first wall, with the exception of the houses along Krankeledenstraat and the southern section of Breestraat. In this same period, up until 1644, there was an attempt to strengthen Amersfoort’s defences. Several fortification plans were drawn up, none of which was implemented in its entirety, most probably due to a lack of financial resources. The ramparts that were realized are concentrated in the south-west since in this period the possibility of a new Spanish incursion was greater than any threat from Gelre. In the third period, 1645-1828, the council’s approval of additional openings in the city wall marked the beginning of a gradual deterioration of the defensive works. They had always been a big budget item, yet they had not been particularly effective. Accordingly, the council decided to convert the fortifications into lucrative functions. The Davidsbolwerk, for example, was turned into a cemetery. The most extensive demolition probably started in 1778 when it was also decided to dismantle various outer and inner gates in the second city wall. By 1829 the fortifications had entirely lost their defensive function and the city council proposed converting the outer line into a green pathway encircling the city, which would have resulted in the disappearance of all remaining traces of the wall. However, this was averted in 1844 by a national ban on the demolition of fortifications and they were subsequently integrated with the walking route. City planners continued to submit applications for demolition but encountered fierce resistance from heritage organizations. In addition, many remnants avoided demolition because most urban expansion occurred outside the historical centre. This resulted in a concomitant shift in the economic focus so that the fortifications no longer needed to be sacrificed to industrial development. Towards the end of the nineteenth century, with appreciation for the heritage value of fortifications growing, money became available for their restoration and Amersfoort’s historical centre was declared a conservation area.



2014 ◽  
Vol 1656 ◽  
pp. 15-26
Author(s):  
Ya Xiao ◽  
Ning Wang ◽  
Haibin Gu ◽  
Weimin Guo ◽  
Feng Gao ◽  
...  

ABSTRACTAs one of the most typical ancient cultural relics in southern China's minority regions near Changsha in Hunan province, the magnificent Laosicheng ruins excavated recently have been included in the UNESCO World Cultural Heritage Tentative List. Urgent conservation of excavated Laosicheng ruins brings about the need for a study of the formulation and properties of construction materials used, including earth, stone, mortar, and brick. In the present study, comprehensive analyses were carried out to determine their raw material compositions, mineralogical, and microstructural properties using sheet polarized optical microscopy, scanning electron microscopy with energy dispersive spectrometer, thermogravimetric/differential scanning calorimetry, X-ray powder diffraction, and Fourier transform infrared spectroscopy. Special attention was paid to mortars, which were the most widely used in building the Laosicheng. Results show that mortar used as external render of the city wall is mainly built up from inorganic CaCO3 and MgCO3 based hybrid materials produced by the carbonation of Ca(OH)2 and Mg(OH)2 with a small amount of sticky rice. In contrast, mortar used to bond stones of the city walls is a traditional mortar that does not contain sticky rice. This study is a part of a huge interdisciplinary project aimed to clarify the role of organics in ancient China’s organic-inorganic hybrid mortar, which can be considered as one of the greatest invention in construction material history. The results provide valuable basic data and restoration strategies that can be used in the conservation of the ruins as well.



2010 ◽  
Vol 10 (12) ◽  
pp. 2697-2712 ◽  
Author(s):  
G. Babayev ◽  
A. Ismail-Zadeh ◽  
J.-L. Le Mouël

Abstract. A rapid growth of population, intensive civil and industrial building, land and water instabilities (e.g. landslides, significant underground water level fluctuations), and the lack of public awareness regarding seismic hazard contribute to the increase of vulnerability of Baku (the capital city of the Republic of Azerbaijan) to earthquakes. In this study, we assess an earthquake risk in the city determined as a convolution of seismic hazard (in terms of the surface peak ground acceleration, PGA), vulnerability (due to building construction fragility, population features, the gross domestic product per capita, and landslide's occurrence), and exposure of infrastructure and critical facilities. The earthquake risk assessment provides useful information to identify the factors influencing the risk. A deterministic seismic hazard for Baku is analysed for four earthquake scenarios: near, far, local, and extreme events. The seismic hazard models demonstrate the level of ground shaking in the city: PGA high values are predicted in the southern coastal and north-eastern parts of the city and in some parts of the downtown. The PGA attains its maximal values for the local and extreme earthquake scenarios. We show that the quality of buildings and the probability of their damage, the distribution of urban population, exposure, and the pattern of peak ground acceleration contribute to the seismic risk, meanwhile the vulnerability factors play a more prominent role for all earthquake scenarios. Our results can allow elaborating strategic countermeasure plans for the earthquake risk mitigation in the Baku city.



2000 ◽  
Vol 31 ◽  
pp. 59-102 ◽  
Author(s):  
Ahmed M. Buzaian

AbstractThis article presents a preliminary report on the post-excavation analysis of excavations conducted between 1985 and 1992 by the Department of Archaeology of the University of Garyunis (Benghazi) at the ancient city of Tocra. The construction and design of the buildings excavated are analysed, with particular emphasis on the late antique phases; and descriptions of pottery, other artefacts (including two early Islamic coins) are given. The area appears to have been an artisan district, as evidenced by the finds of a pottery kiln, ovens, vats and other structures associated with manufacturing activities. Mortar and plaster samples were analysed to help phase the structures, and to compare the excavated vats with their counterparts at another site within the city. A limited study of the faunal remains gives some insight into diet at the site in late antiquity.The study shows clearly that Tocra remained inhabited after the Arab conquest (AD 640s), confirming suggestions of previous excavations at other sites within the city wall.



2018 ◽  
Vol 4 (2) ◽  
pp. 14
Author(s):  
Imam Trianggoro Saputro ◽  
Mohammad Aris

Sorong merupakan salah satu kota yang terletak di Provinsi Papua Barat. Daerah ini memiliki tingkat kerentanan yang tinggi terhadap ancaman bahaya gempa bumi karena lokasinya terletak di antara pertemuan lempengan tektonik dan beberapa sesar aktif. Tingkat kerawanan terhadap gempa pada daerah ini cukup tinggi. Pada September 2016, BMKG mencatat bahwa terjadi gempa bumi dengan skala magnitudo sebesar 6,8 SR (Skala Ritcher) dengan kedalaman 10 meter dari permukaan laut dan berjarak 31 km arah timur laut kota Sorong. Gempa ini bersifat merusak. Akibat gempa ini, sebanyak 62 orang terluka dan 257 rumah rusak. Untuk itu diperlukan suatu analisis terhadap percepatan tanah puncak (Peak Ground Acceleration) terbaru sebagai langkah mitigasi yang nantinya dapat digunakan untuk perencanaan gedung tahan gempa.Pengumpulan data gempa pada peneltian ini yaitu data gempa yang terjadi sekitar kota Sorong pada rentang waktu 1900-2017. Data gempa yang diambil adalah yang berpotensi merusak struktur yaitu dengan magnitudo (Mw) ≥ 5 dengan radius gempa 500 km dari kota Sorong dan memiliki kedalaman antara 0 - 300 km. Setelah diperoleh data gempa maka dibuat peta sebaran gempa di wilayah kota Sorong. Percepatan tanah puncak dihitung berdasarkan fungsi atenuasi matuscha (1980) dan menggunakan pendekatan metode Gumbel.Hasil penelitian menunjukkan bahwa nilai percepatan tanah puncak (PGA) di wilayah kota Sorong pada periode ulang 2500 tahun atau menggunakan probabilitas terlampaui 2% dalam 50 tahun umur rencana bangunan diperoleh sebesar 708.9520 cm/dt2 atau 0.7227 g. Apabila melihat peta gempa SNI 1726-2012 yang menggunakan probabilitas yang sama maka nilai percepatan tanah puncak (PGA) ketika gempa bumi berkisar antara 0.4 g - 0.6 g. Nilai ini mengalami peningkatan yang berarti tingkat resiko terhadap gempa bumi pada wilayah kota Sorong meningkat.



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