Evaluation of soil liquefaction in the Chi-Chi, Taiwan earthquake using CPT

During the 1999 Chi-Chi, Taiwan earthquake, many sand boiling phenomena were observed in central Taiwan, which caused severe ground settlement and structure damages. According to the installed accelerograms, the peak ground surface horizontal accelerations in the liquefaction-affected areas range from 774.42 to 121.3 gal. The writers carried out an extensive investigation of soil liquefaction in this earthquake. In this paper, we present results of the CPT exploration and post-earthquake liquefaction analysis. Two hundred and seventy five (275) cone penetration test data were collected from the liquefaction-affected areas, and 46 liquefaction case histories and 88 non-liquefaction case histories were derived that can be used to evaluate the accuracy of existing liquefaction evaluation models. In addition, the strength of the liquefied soils after earthquake and the implication of its liquefaction potential in the future event are discussed.     

Sr/Sr and Sr/Ca in speleothems for paleoclimate reconstruction in Central China between 70 and 280 kyr ago

Limestone cave deposits (speleothems) provide archives for past changes in regional climates over a range of timescales. While δ¹⁸O and δ¹³C in speleothem calcite have been commonly used for reconstruction of paleoclimates, we report here further efforts in the use of ⁸⁷Sr/⁸⁶Sr and Sr/Ca signals in speleothem calcite to deduce paleomonsoon variability near the Loess Plateau of central China. A two end-member mass-balance model of concentration and isotopic composition of strontium in a cave system is used to estimate variation of the ⁸⁷Sr/⁸⁶Sr ratio in sediments overlying a limestone cave. We show that this ratio reflects climate-driven variations in the provenance and the extent of chemical weathering of the epikarstic sediments. The measurements of ⁸⁷Sr/⁸⁶Sr made on a well-dated stalagmite, SFL, from Buddha Cave (33^o40N′ 109^o05′E) show ratios of 0.71092 to 0.71133 (±0.00001 as 2σ) during relatively cold periods (e.g., Marine Isotope Stage (MIS) 5b, 5d, and 8), lower than ratios of 0.71133 to 0.71194 during relatively warm periods (e.g., MIS 5a, 5c, 5e, and 7). As changes in the Sr/Ca ratio may affect speleothem ⁸⁷Sr/⁸⁶Sr, we show that the direct use of speleothem ⁸⁷Sr/⁸⁶Sr is less ideal than our modeled ⁸⁷Sr/⁸⁶Sr for the exogenic Sr source above the cave as a paleomonsoon proxy. Using the δ¹⁸O, δ¹³C, Sr/Ca, and ⁸⁷Sr/⁸⁶Sr records of the stalagmite, we reconstruct the variability of the East Asian monsoon for the time period between 70 and 280 kyr ago. The results show that summer monsoons were more intense during interglacial periods than during glacial periods.     

Sensitivity analysis of automatic landslide mapping: numerical experiments towards the best solution

The automatic detection of landslides after major events is a crucial issue for public agencies to support disaster response. Pixel-based approaches (PBAs) are widely used in the literature for various applications. However, the accuracy of PBAs in the case of automatic landslide mapping (ALM) is affected by several issues. In this study, we investigated the sensitivity of ALM using PBA through digital terrain models (DTMs). The analysis, carried out in a study area of Poland, consisted of the following steps: (1) testing the influence of selected DTM resolutions for ALM, (2) assessing the relevance of diverse landslide morphological indicators for ALM, and (3) assessing the sensitivity to landslide features for a selected size of moving window (kernel) calculations for ALM. Ultimately, we assessed the performance of three classification methods: maximum likelihood (ML), feed-forward neural network (FFNN), and support vector machine (SVM). This broad analysis, as combination of grid cell resolution, surface derivatives calculation, and performance classification methods, is the challenging aspect of the research. The results of almost 500 experimental tests provide valuable guidelines for experts performing ALM. The most important findings indicate that feature sensitivity in the case of kernel size increases with coarser DTM resolution; however, the peak of the optimal feature performance for the selected study area and landslide type was demonstrated for a resolution of 20 m. Another finding indicated that in combining a set of topographic variables, the optimal performance was acquired for a DTM resolution of 30 m and the support vector machine classification. Moreover, the best performance of the identification is represented for SVM classification.     

Mining exploitation influence range

Mining exploitation has a negative impact on the natural environment. Voids created in the rockmass result in displacements and deformations of land surface. During planning and conducting the exploitation, the range of exploitation influence in the form of linear deformations is being determined. On the basis of mining-geological parameters of exploitation, the exploitation range of influences is calculated. According to the literature, many different ranges of exploitation influences can be determined depending on what has been the purpose of it. Different types of exploitation influence ranges can be distinguished, such as theoretical, damage or measurable. In the paper, the matters connected with determining those three types of the influence range are taken under consideration. The comparison of magnitudes of determined influence ranges is illustrated with two practical examples.     

A GIS-based WFD oriented typology of shallow micro-tidal soft bottom using wave exposure and turbidity mapping

Our GIS based project aims at producing a classification scheme to develop a typology of the bottom of the Bay of Gdansk in the southern Baltic. The typology was based on the abiotic factors which are used to define water body types by the European Water Framework Directive (WFD). Significance analysis of particular factors has shown that within the discussed area wave exposure seems to play the most important role. All other factors are to a greater or lesser degree correlated with these two. Taking into consideration the shallows and the varied coastline of the investigated area it was decided to make use of the SWAN numerical wave model to determine the influence of wave impact upon the bottom. The model was used to produce raster maps of orbital velocity near the bottom for each wind scenario. With the help of the GIS analysis the maps were turned into layers: the mean velocity and the maximum velocity at the bottom. To produce the layer of yearly amount of solar radiation a GIS model was built which main parameters were the layer of depth and three layers of turbidity for three seasons. The layers of the maximum orbital velocity and of the solar radiation at the bottom were then used in a classificatory procedure consisted in an iterative sequence of the three following steps: cluster formation, dendrogram analysis and classification using the maximum likelihood method. Ecological importance of the classification has been obtained by means of the aggregation of a part of classes based upon the statistics calculated for them within the GIS system with the help of the zonal function out of the following parameters: salinity, depth, mean and maximum orbital velocity at the bottom, temperature differences between warm and cold seasons, solar radiation, and type of sediments. The method proposed here makes it possible to produce high resolution thematic maps of the bottom even with incomplete data cover of the investigated area.     

Application of Web-GIS and Geovisual Analytics to Monitoring of Seabed Evolution in South Baltic Sea Coastal Areas

Regular surveys of coastal zone seabed deliver important information about geomorphologic processes such as silting of waterways. The recent introduction of the Sentinel series of sensors has allowed for the use of satellite sensing for shallow bathymetry morphology monitoring. In this context, this article presents a dedicated Geographic Information System for Baltic Sea shallow water depth monitoring on the basis of Sentinel-2 imagery. The system employs Geovisual Analytics for differential analysis of bathymetry changes as well as monitoring the visibility of known wrecks in the coastal waters of Southern Baltic Sea. Results are verified with regard to known changes in shallow water bathymetry between 28 June 2015 and 3 March 2017.     

Orthogneisses due to irrotational extension,a case from the Sudetes,Bohemian massif

Orthogneisses occurring in the core of the Orlica-Kodzko dome, NE part of the Bohemian massif, exibit a penetrative, N-S stretching lineation defined by mostly ductile elongation of quartz and dilation of K-feldspar crystals of the former granite, now turned into quartz rods and variously elongated K-feldspar porphyroclasts. N-S stretching of the granite seems to be inconsistent with W-E tectonic transport shown by major folds and thrusts developing concurrently in its schistose envelope. The two major lithologies of the dome, differing in their fabrics and rheological properties, offered a drastically different response to an overall shortening. It is interpreted that folds due to buckling evolved in the mantle rocks and after a certain definite range of incremental shortening suffered extension parallel to their hinges. At that time the statistically isotropic granite body was subjected to the same N-S extension and was deformed in common with its schistose mantle under conditions of irrotational strain which represents an early but significant part of the protracted deformation history related to the granite-gneiss transformation.

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Zusammenfassung Die Orthogneise, die im NE-Teil der Böhmischen Masse den Kern der Adlergebirge-Kodzko-Kuppel bilden, zeigen eine N-S-ausgerichtete Streckungslineation. Die Streckungsfaser ist an plastisch gedehnten Quarz-Aggregaten zu erkennen sowie an Klastenzügen von Kalifeldspat. Große Falten und Überschiebungen in der Schieferhülle des Granits hingegen geben eine W-E Richtung des tektonischen Transports an. Diese entspricht nicht der Längung des Granits.Zur Deutung werden die unterschiedlichen rheologischen Eigenschaften des Granits und seiner Hüllgesteine herangezogen, die auf Unterschieden der Zusammensetzung und des Gefüges beruhen. Diese Unterschiede bewirken, daß die Hüllgesteine zunächst Biegefaltung erleben bis weitere Einengung durch Faltung unmöglich wird. Daraufhin werden die Hüllgesteine parallel zur Faltenachse in N-S-Richtung gedehnt. Diese Dehnungsrichtung ist allein und von Anfang an den isotropen Graniten überprägt.Die Deformation erfolgte irrotational und nahezu als achsialsymmetrische Streckung. Sie stellt ein frühes, aber wichtiges Stadium der Umwandlung dieses Granits zu Gneisen dar.

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Résumé Les orthogneiss qui constituent le coeur du dôme d'Orlica-kodzko (région nord-est du massif de Bohème) présentent une linéation d'étirement pénétrative orientée nordsud. Cette linéation est exprimée principalement par l'allongement ductile en bâtonnets d'agrégats de quartz et par l'alignement de porphyroclastes de feldspath potassique. D'autre part, dans l'encaissant schisteux du granite, les grands plis et les charriages indiquent une direction ouest-est du transport tectonique, ce qui ne semble donc pas correspondre à la structure de l'orthogneiss central.Ce contraste est interprété par la différence entre les propriétés rhéologiques des deux ensembles lithologiques, qui ont répondu de manières différentes au processus de raccourcissement régional. Dans les roches de l'enveloppe, se sont formés d'abord des plis de courbure, jusqu'à un certain degré de raccourcissement, après quoi, ce processus n'étant plus possible, elles ont subi un étirement parallèle aux axes de ces plis. Le corps granitique isotrope, au contraire, a réagi dès le début par une extension nord-sud. Ces conditions de déformation irrotationnelle, à symétrie quasi-axiale, représentent un stade précoce, mais significatif de la transformation du granite en orthogneiss.

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