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81.
82.
Farid Asam Khalid Perveiz Ali Muhammad Y. Iqbal Muhammad Asim Jadoon Khan Zaib 《International Journal of Earth Sciences》2018,107(5):1557-1578
International Journal of Earth Sciences - Regional seismic reflection profiles, deep exploratory wells, and outcrop data have been used to study the structure and stratigraphic architecture of the... 相似文献
83.
Y. D. Zakharov M. Horacek Y. Shigeta A. M. Popov L. G. Bondarenko 《Stratigraphy and Geological Correlation》2018,26(5):534-551
N and C isotopic data are recorded and presented for the first time for the Lower Triassic claystones of Southern Primorye (Abrek Section). Five N isotope intervals and 11 more or less pronounced negative C isotope excursions, likely to reflect instability of the temperature regime and the oceanographic situation in the Early Triassic, are recognized in the section. The most favorable conditions for ammonoid recovery and other marine organisms in the Early Triassic (after the end- Permian ecological crisis) were associated with the late Induan—early Olenekian transgression and probable cooling. 相似文献
84.
准噶尔盆地玛湖凹陷百口泉组相对湖平面升降规律研究 总被引:2,自引:1,他引:1
准噶尔盆地三叠系百口泉组相对湖平面升降规律认识不清,制约了对百口泉组沉积体系分布与演化的分析。在高分辨率层序地层学理论指导下,综合钻井、测井等资料,采用传统定性分析与定量的测井小波变换分析相结合的方法,对准噶尔盆地玛湖凹陷斜坡区三叠系百口泉组进行高精度层序地层划分,将百口泉组定量划分为1个长期层序,4个中期层序,16个短期层序,126个超短期层序;对126个超短期层序进行Fisher图解的定量分析,结果显示百口泉组沉积时期湖平面升降总体表现出持续上升的特征,内部又可划分为多个次级湖平面升降旋回,百口泉组一段(T1b1)、百口泉组二段(T1b2)、百口泉组三段(T1b3)与三次湖平面持续上升过程相对应,百口泉组三段(T1b3)湖平面达到百口泉组时期的最大规模。通过对比前人研究成果和钻井地质信息,认为相对湖平面升降曲线具有很高的可信度。 相似文献
85.
Zhu Yalin Ma Chi Tan Kun Chen Juxiang Wang Yixian 《Geotechnical and Geological Engineering》2021,39(8):5479-5492
Geotechnical and Geological Engineering - Due to the complexity of the interaction between the geogrid and the soil interface in high earth-rock dams, the method of replacing the grid with steel... 相似文献
86.
Mubarakshina R. R. Lapaeva V. V. Kashcheev R. A. Zagretdinov R. V. Nefedyev Y. A. Andreev A. O. 《Astronomy Reports》2021,65(3):224-232
Astronomy Reports - This study is focused on the analysis of data of the long-term latitude observations and the Global Navigation Satellite System (GNSS). The latitude observations include... 相似文献
87.
Costa Lus R. D. Hugman Rui T. Stigter Tibor Y. Monteiro Jos Paulo 《Hydrogeology Journal》2021,29(7):2501-2516
Hydrogeology Journal - The dynamics related to evolution of nitrate-contaminated groundwater are analyzed with focus on the impact of intrinsic aquifer properties, agricultural activities and... 相似文献
88.
This paper considers the active vibration control of cables and cable/structure systems with an active tendon controlling the axial displacement of the cable anchor point. It is demonstrated that a force feedback based on a collocated force sensor measuring the tension in the cable is feasible and that this control configuration can be associated with control laws with guaranteed stability properties. Experimental results are presented on a cable with small sag and on a cable/structure system. They show that the control algorithm can provide the structure with several percent of active damping and that the parametric resonance does not occur when the natural frequency of the structure is twice that of the cable. 相似文献
89.
Y. H. CHAI 《地震工程与结构动力学》1996,25(2):149-161
The current approach for seismic retrofit of deficient bridge columns in California involves extensive use of steel jacketing. In this paper, the influence of steel jacketing on the lateral response of circular bridge columns is studied; particularly, the enhancement of the ultimate compressive strain of concrete, the increase in curvature ductility capacity and the increase in lateral stiffness are investigated. The current steel jacket thickness used in California is shown to enhance the ultimate compressive strain of concrete by 4–9 times the spalling strain of unconfined concrete. For larger steel jacket thickness, the ultimate limit state of steel-jacketed columns may be governed by the low-cycle fatigue fracture of the longitudinal reinforcement instead of the ultimate compressive strain of concrete. Steel jacketing is also expected to increase significantly the lateral stiffness of columns if full-height steel jackets are used. The increase in lateral stiffness of flexural columns (3⩽L/D⩽9) is estimated to be 35–60 per cent using current jacket thickness. Inelastic dynamic analyses of steel-jacketed columns using ground motions recorded during the 1989 Loma Prieta earthquake indicated that the current steel jacket thickness provides adequate protection against the damage potential of the ground motions with comparable spectral acceleration as that specified in current design spectra, and the damage sustained by the steel-jacketed column is likely to be repairable. 相似文献
90.
Y. K. CHOW 《国际地质力学数值与分析法杂志》1996,20(9):635-646
Piles used for the stabilization of slopes have to be adequately designed to resist the induced lateral loads due to the movement of the unstable slope. In this paper, a numerical method is presented for the analysis of this problem. In this approach, the piles are modelled using beam finite elements. The soil response at the individual piles is modelled using the modulus of subgrade reaction and pile–soil–pile interaction considered using the theory of elasticity. Two case histories, one for single pile and the other for pile group, are analysed which show that the numerical model can predict the general characteristics of the piles reasonably well. The study suggests that the design of the piles based on the computed response from single pile analysis, ignoring group effects, may be unduly conservative. 相似文献