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  • 1
    Online Resource
    Online Resource
    Elsevier BV ; 2023
    In:  Journal of Building Engineering Vol. 66 ( 2023-05), p. 105927-
    In: Journal of Building Engineering, Elsevier BV, Vol. 66 ( 2023-05), p. 105927-
    Type of Medium: Online Resource
    ISSN: 2352-7102
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2023
    detail.hit.zdb_id: 2810749-4
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  • 2
    In: Geofluids, Hindawi Limited, Vol. 2021 ( 2021-9-23), p. 1-16
    Abstract: The complex and heterogeneous pore structure and oil content of lacustrine shales introduce significant challenges in the exploration of shale petroleum systems. To further expand our geological understanding of lacustrine shales and provide guidance for hydrocarbon exploration, in this study, based on programmed and improved Rock-Eval pyrolysis, total organic content (TOC) measurements, scanning electron microscopy (SEM) observations, and N2 adsorption (NA) experiments, a systematic evaluation of the mineral composition, geochemical features, pore structure, and oil contents of the third member of the Paleogene Shahejie Formation (Es3) shale in the typical lacustrine hydrocarbon enrichment sag (Nanpu Sag, Bohai Bay Basin) is conducted. The fractal theory is selected to quantify the pore system’s heterogeneity; also, the relationships between the pore structure parameters and the oil contents and mineral composition are revealed. Our results reveal the geochemical features of the Es3 shale are excellent, and thus, they can be classified as a set of high-quality source rocks (average TOC of 4.2%, mainly type II kerogen, and in the mature stage). Based on the SEM and NA analyses, the intercrystalline pores dominate the pore system. Moreover, the mesopores contribute the most specific surface area (SA) and pore volume (PV) to the samples (average contribution rates of 74.7 and 75.0%, respectively). The fractal dimensions have relatively strong positive correlations with PV and SA, which means more heterogeneous and complex pore structures provide more storage space and adsorption sites for shale oil accumulation. The clay mineral content is the most important factor which controls the pore structure parameter, and high clay content indicates high SA and PV. According to proposed numerical movable and adsorption hydrocarbon calculation models, the TOC content is the dominant factor controlling the movable and adsorption oil contents, but other factors’ impact also cannot be ignored. Our study not only provides guidance for shale oil exploration in the study area but also broadens our understanding of the oil contents of lacustrine shale.
    Type of Medium: Online Resource
    ISSN: 1468-8123 , 1468-8115
    Language: English
    Publisher: Hindawi Limited
    Publication Date: 2021
    detail.hit.zdb_id: 2045012-6
    SSG: 13
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  • 3
    Online Resource
    Online Resource
    Hindawi Limited ; 2019
    In:  Shock and Vibration Vol. 2019 ( 2019-10-30), p. 1-17
    In: Shock and Vibration, Hindawi Limited, Vol. 2019 ( 2019-10-30), p. 1-17
    Abstract: Seismic design involving “fuse components” between the superstructure and substructure can improve the seismic performance of continuous girder bridges during strong earthquakes by ensuring an elastic working state. The mechanical properties of the “fuse components” directly affect the seismic behavior of continuous girder bridges, and many theoretical and experimental studies of isolation devices to achieve the controlled seismic behavior of continuous girder bridges have been carried out, and some devices are in use in large-scale construction projects. However, there is a lack of evidence from structures that have been subject to earthquakes. Test results show that the shear behavior of isolation bearings is unpredictable and the friction behavior is uncontrollable. Further, limiting devices often suffer from an insufficient deformation capacity and have large space requirements. Therefore, we propose a new type of spherical steel bearing and two kinds of large-stroke steel damping devices with different space requirements. The full-scale test results reveal that the bearing has strong controllability with respect to shearing, stable friction behavior after fracture, and little unpredictability in the friction-based processes. Furthermore, the large-stroke steel damping device shows a full hysteresis curve and excellent energy dissipation characteristics. Finally, using a continuous girder bridge as an example and combined with the results of mechanical tests, the effectiveness of the controlled design criterion was verified using numerical simulations. The calculated results show that, compared with conventional fixed bearings, the shear and bending moments are decreased by 60% and 53%, respectively, and the ratio of both the shear and bending moment response of the pier bottom to its capacity is less than 0.5. However, the ratio of the maximum deformation of the damper to its capacity is only 0.28, and the residual displacement is 0.01 m. Therefore, an alternative scheme is provided for postearthquake maintenance and replacement.
    Type of Medium: Online Resource
    ISSN: 1070-9622 , 1875-9203
    Language: English
    Publisher: Hindawi Limited
    Publication Date: 2019
    detail.hit.zdb_id: 2070162-7
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  • 4
    In: Engineering Failure Analysis, Elsevier BV, Vol. 163 ( 2024-09), p. 108511-
    Type of Medium: Online Resource
    ISSN: 1350-6307
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2024
    detail.hit.zdb_id: 2021082-6
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  • 5
    In: Basin Research, Wiley, Vol. 34, No. 5 ( 2022-10), p. 1601-1631
    Abstract: The Ordovician fracture‐cavity reservoirs in the Shunbei area of the Tarim Basin, China, afford an exceptional opportunity to use petrological and geochemical data to investigate structural diagenesis in deep low‐porosity (‘tight’) carbonate rocks. We obtained the relative timings for the development of fracture veins using petrological and cathodoluminescence analyses of minerals from representative samples. Textural observations combined with geochemical data determined the source and timing of the mineral‐forming fluid. The conceptual model of the overall temporal evolutions of structure and fluid flow developed herein indicates that fluid flow is a consequence of strike‐slip fault activity and the local stress state. Strike‐slip faults control the development of fractured–vuggy reservoir space and provide driving force for fluid flow along and across layers. Simultaneously, the direction of fluid migration can be influenced by local stress conditions, while compressive stress may restrict fluid flow. Results of this study suggest that open fractures develop as a result of structural diagenesis, rather than resulting from a single structural factor. The findings of this study can be used to inform the exploration and exploitation of deeply buried faulted carbonate reservoirs worldwide.
    Type of Medium: Online Resource
    ISSN: 0950-091X , 1365-2117
    URL: Issue
    RVK:
    Language: English
    Publisher: Wiley
    Publication Date: 2022
    detail.hit.zdb_id: 2019914-4
    SSG: 16,13
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  • 6
    In: Geological Journal, Wiley, Vol. 57, No. 8 ( 2022-08), p. 3135-3157
    Abstract: In the Middle Ordovician, a ramp carbonate platform was developed in the Shuntuoguole Low Uplift, Tarim Basin. The depositional facies and sequence stratigraphy were investigated using petrographic observations and Fischer plot analyses to clarify the evolution and distribution of depositional facies within the sequence stratigraphic framework of the Yijianfang Formation. Nine types of microfacies (MF1–MF9) were identified in seven environments on a ramp: (a) peritidal, (b) lagoon, (c) low‐energy bioclastic shoal, (d) shoal, (e) sheltered proximal middle‐ramp, (f) low‐energy bioclastic shoal middle‐ramp, and (g) shoal middle‐ramp. A depositional model was established based on analyses of the depositional facies from the key wells. Fischer plots obtained based on fourth‐order cycles identified from continuous wavelet transform of gamma‐ray logging data were analysed. The results show that the changes in relative sea level, as indicated by Fischer plots, are highly consistent with the evolution of paleo‐water depths indicated by microfacies types, microfacies associations, and geochemical indicators. Four third‐order depositional sequences (SQ1–4) were identified according to variations in accommodation space. The accommodation space and its growth rate during the SQ2 transgressive period were the largest, it manifested as rapid landward migration of facies, and sudden changes in the gamma‐ray logging values at the maximum flooding surface. This feature can be easily compared across the entire region. The results of this study indicate that changes in relative sealevel in the Yijianfang Formation are consistent with the global sea‐level change curve, which suggests that sea‐level fluctuation is the main factoir controlling sequence architecture and the evolution of depositional facies.
    Type of Medium: Online Resource
    ISSN: 0072-1050 , 1099-1034
    URL: Issue
    Language: English
    Publisher: Wiley
    Publication Date: 2022
    detail.hit.zdb_id: 1479201-1
    SSG: 13
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  • 7
    Online Resource
    Online Resource
    Elsevier BV ; 2023
    In:  International Journal of Impact Engineering Vol. 175 ( 2023-05), p. 104541-
    In: International Journal of Impact Engineering, Elsevier BV, Vol. 175 ( 2023-05), p. 104541-
    Type of Medium: Online Resource
    ISSN: 0734-743X
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2023
    detail.hit.zdb_id: 1498167-1
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  • 8
    Online Resource
    Online Resource
    SAGE Publications ; 2017
    In:  Advances in Structural Engineering Vol. 20, No. 4 ( 2017-04), p. 534-548
    In: Advances in Structural Engineering, SAGE Publications, Vol. 20, No. 4 ( 2017-04), p. 534-548
    Abstract: Due to the complexity involved and limited study on the topic, the equivalent static method, adopted in the current codes for structural design of bridges under ship collisions, does not take into account the dynamic amplification effect correctly. In this article, impact factor method is proposed to estimate the response of bridge’s piers and foundations, as a better alternative of the equivalent static method. Through refined numerical simulations of ship-rigid wall collisions for nine typical ships under various impact velocities, 81 impact force time-histories are obtained. The period-dependent impact factor is defined, and empirical function of it is proposed and parameters in the empirical function are determined by the 81 sample impact force time-histories. Finally, both impact factor method and dynamic time-history method are used to estimate the responses of piers and foundations of two example bridges, and the precision of impact factor method is discussed.
    Type of Medium: Online Resource
    ISSN: 1369-4332 , 2048-4011
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2017
    detail.hit.zdb_id: 2026561-X
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  • 9
    In: Frontiers in Earth Science, Frontiers Media SA, Vol. 12 ( 2024-4-9)
    Abstract: By using equipment such as time-lapse cameras and 3D laser scanners, this study conducted flume simulation experiments to obtain topographic elevation, the amount of sediment increment, sedimentary cross sections, and other related data and diagrams. Quantitative software was then utilized for sedimentological analysis to clarify the depositional evolution, architecture, and depositional model of lobate shallow-water deltas. The research results show that under the influence of hydraulic conditions and main distributary channels, lobate shallow-water deltas primarily undergo three evolution stages: initial channel formation, distributary channel system formation, and continuous stable evolution stage. The architecture elements of lobate shallow-water deltas can be divided into distributary channels dominated by channel deposition, proximal river mouth bars, transitional bars, and distal bars. The lateral composition and downstream deposition of the river-bar combination are the main structural units of the shallow water delta. The proximal profile distributary channels exist in the form of thick channel sand bodies with multiple repetitive intercalation cycles, and thick proximal bar deposits form on both sides of the distributary channels. The bifurcation of distributary channels in the middle profile leads to a reduction in channel scale, while large-scale proximal bars still develop on both sides of the channel. In the distal profile, a substantial river mouth bar complex is formed at the break of the delta front slope, and with the gradual progradation of the delta, the river mouth bar deposition zone becomes flattened. Based on the insights of the flume simulation experiments, a sedimentary model for lobate shallow-water delta was established.
    Type of Medium: Online Resource
    ISSN: 2296-6463
    Language: Unknown
    Publisher: Frontiers Media SA
    Publication Date: 2024
    detail.hit.zdb_id: 2741235-0
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  • 10
    In: Energy, Elsevier BV, Vol. 239 ( 2022-01), p. 121848-
    Type of Medium: Online Resource
    ISSN: 0360-5442
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2022
    detail.hit.zdb_id: 2019804-8
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