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排序方式: 共有425条查询结果,搜索用时 15 毫秒
421.
An analytical method is developed to provide a better understanding of bolt shearing across joint planes under lateral confinement.
The study was undertaken in conjunction with a laboratory study of the double shearing of bolts in concrete. A review of various
analytical methods is discussed, and the bending behaviour of the bolts is studied under both elastic and plastic conditions.
Issues examined include; hinge point location, the effect of concrete strength on the bolt-bending behaviour; the influence
of bolt axial loading and bolt diameter on the hinge point position with respect to sheared joint planes. It was found that
the applied axial load on the bolt had a significant bearing on the location of the hinge points in different strength concrete,
particularly at low strengths. The hinge point location is also influenced by the bolt diameter. 相似文献
422.
Ocean Dynamics - The coral reef ecosystems in the Lakshadweep Sea are among the least studied due to the dearth of in situ measurements. The objectives of this study were to compare the remote... 相似文献
423.
Wind-induced hydrodynamic changes impact on sediment resuspension for large,shallow Lake Taihu,China
Abdul Jalil Yiping Li Ke Zhang Xiaomeng Gao Wencai Wang Hafiz Osama Sarwar Khan Baozhu Pan Salar Ali Kumud Acharya 《国际泥沙研究》2019,34(3):205-215
The internal sediment release is a key factor controlling eutrophication processes in large,shallow lakes.Sediment resuspension is associated with the wave and current induced shear stress in large,shallow lakes.The current study investigated the wind field impacts on sediment resuspension from the bottom at Meiliang Bay of large,shallow Lake Taihu.The impacts of the wind field on the wave,current,and wave-current combined shear stresses were calculated.The critical wind speed range was 4–6 m/s after which wave and current shear stress started to increase abruptly,and onshore wind directions were found to be mainly responsible for greater shear stress at the bottom of Lake Taihu.A second order polynomial fitting correlation was found between wave(R^2 0.4756)and current(R^2 0.4466)shear stresses with wind speed.Wave shear stress accounted for 92.5% of the total shear stress at Meiliang Bay.The critical wave shear stress and critical total shear stress were 0.13 N/m^2 for sediment resuspension whereas the current shear stress was 0.019 N/m^2 after which suspended sediment concentrations(SSC)increased abruptly.A second order polynomial fitting correlation was found between wave(R^2 0.739),current(R^2 0.6264),and total shear stress(R^2 0.7394)with SSC concentrations at Meiliang Bay of Lake Taihu.The sediment resuspension rate was 120 to 738 g/m^2/d during 4–6 m/s onshore winds while offshore winds contributed ≥ 200 g/m^2/d.The study results reveal the driving mechanism for understanding the role of the wind field in sediment resuspension while considering wind speed and direction as control parameters to define wave and current shear stresses. 相似文献
424.
Mohammed Lami Abdel Karim Nouaman Kassem Osama Mohamed Kaoud Al Bassam Abdel Aziz Mohamed 《Arabian Journal of Geosciences》2020,13(6):1-6
Arabian Journal of Geosciences - In this work, quantitative analysis of coastal zone landform morphology is carried out through the integration of landscape index, remote sensing (RS) and... 相似文献
425.
Altayeb Raga 王坚红 Abdoul Aziz Saidou Chaibou Muhammad Arsha Mohammed AbdAllah Birhanu Asmerom Habtemicheal 《气象科学》2022,42(6):769-780
基于WRF-chem模式对北非2018年3月下旬的典型强沙尘暴过程进行模拟,分析了此次强沙尘发生季节、持续时间、局地特征以及传输路径的关键动力系统与动力机制。鉴于起沙是沙尘暴发生的关键点之一,并且起沙主要取决于风力和下垫面沙源性质,本文测试了三种起沙参数化方案的影响,并将模拟结果与卫星MODIS监测及其再分析资料MERRA-2进行了对比,又经系列统计方法检验。结果显示,宏观思路的起沙方案GOCART比AFWA和UoC两种起沙方案更适合此次大尺度强沙尘暴数值模拟(锋面跨度接近60个经度)。综合沙尘暴关键系统的动力机制分析和数值模拟结果显示,强沙尘暴关键系统为深厚的西风槽、沙尘冷锋锋面和锋后的地面高压反气旋。北非中部深厚的西风槽为后倾槽,该系统稳定,造成沙尘暴持续时间长。沙尘暴锋后反气旋中的下沉气流抑制了扬沙向高层扩散,造成低层能见度恶劣。沙尘锋区结合了动力、热动力以及湿热动力不稳定,因此锋区风力大,地面沙尘驱动力强。而西风槽和强大反气旋依托环流形势,提供了沙尘传输到三大洲的长途输送力。 相似文献