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Spis Castle, a monument included in the UNESCO World Heritage Site list (Eastern Slovakia) is built on a travertine mound overlying soft Paleogene rocks. Lateral spreading resulting from the subsidence of strong upper travertine into soft claystone strata has fractured and separated the castle rock into several cliffs. The differential movement of individual cliff faces is the primary influence on the stability of the monument. In order to monitor and quantify the movement, two techniques were adopted: a mechanical-optical TM-71 crack gauge and a demec gauge (demountable mechanical—SOMET type crack gauge). This paper presents the results and interpretation of medium and short-term monitoring at the site. 相似文献
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基于ASP.NET+Castle框架的旅游管理系统的设计 总被引：1，自引：0，他引：1
介绍了.NET平台和Castle框架技术的慨念.描述了如何运用ASP.NET Castle建立数据持久化层框架,并以旅游管理系统中的应用为例,讨论了这种框架的具体应用方法. 相似文献
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John C.W. Cope 《Proceedings of the Geologists' Association. Geologists' Association》2018,129(1):89-91
The Geological Survey’s Framework Report on the Old Red Sandstone of the Anglo-Welsh region includes a proposal for a new formational name, the Cwmffrwd Formation, for the basal formation of the Daugleddau Group in Carmarthenshire, S. Wales.The name is preoccupied by the Early Ordovician Cwmffrwd Member of the Carmarthen Formation and a new name, the Green Castle Sandstone Formation is proposed for the Cwmffrwd Formation. 相似文献
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R. L. COLLIN 《地球表面变化过程与地形》1996,21(11):1049-1054
This paper serves two purposes. The first is to make available to the geomorphological community the first in a short series of up-to-date digital maps of ‘classic’ coastal landforms of the U.K. — Hurst Castle Spit. The second is to demonstrate that conventional surveying techniques and readily available graphics software on a PC or Mackintosh will provide an entry into digital mapping for geomorphological applications. Comments are included on how the digital map may be utilized. 相似文献
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The Carlo's V Castle, located in Crotone Town, on the Ionian coast of the Calabria Region (Italy), date back to the 13th century d.C. (Fig. 1). During its long life, the building changed several owners and sustained the damages and the consequent reconstructions due to the innumerable naval battles. Moreover, the castle suffered the action of the earthquakes which always afflict the region.With the principal aim of detecting the location, depth and geometry of the rests of destroyed structures, a systematic Ground Penetrating Radar (GPR) survey was carried out in the area inside the boundary walls. The results are sixty-two one-meter-spaced, filtered and migrated radargrams arranged in four 3D data-sets. From each data-set, the most significant time-slice was extracted.To reduce the ambiguity in the GPR data interpretation, additional geophysical techniques, such as Magnetic (M), and Electrical Resistivity Tomography (ERT), were carried out with a partial superimposition with the GPR data. A comparison and a joint interpretation amongst different geophysical data pointed out some very remarkable features associated to buried remains and possible buried cannonballs.With the secondary aim to check the presence of an old military walkway linking two bastions a GPR profile was carried out on the sea side boundary wall. The GPR results are in agreement with an ERT survey carried out on the same profile and consistent with the presence of an underground passage. 相似文献
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Assessment of rockfall hazard around Afyon Castle,Turkey 总被引：2，自引：0，他引：2
The Afyon Castle is a tourist destination and a historical site in the City of Afyon in Turkey. The Castle is located on a
steep hill, with a height of 226 m. In close proximity to the Castle there are settlements. The hill consists of trachitic
andesite. The rock contains columnar joints and flow layering. Owing to these discontinuities, blocks of varying sizes had
fallen down. The settlement areas near the Castle are now in danger because of the rockfall risk. In this study, rockfall
analysis was carried out along nine profiles of the hill. Fall-out distance, bounce height, kinetic energy and velocity of
the rocks along each profile were investigated. The results of the analyses were evaluated, and the areas delineated as susceptible
to rockfall risk are highlighted. Remedial measures including rock bolts and protective fences were suggested on the basis
of the field observations and the rockfall risk evaluation. 相似文献
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