带扶壁的舌槽墙的可持续性

H. Slobodianyk, Nataliia Dolynska
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引用次数: 0

摘要

港口的发展要求建设越来越多的远洋靠泊设施或对现有的远洋靠泊设施进行改造,为现代大容量船舶提供服务。传统的深水泊位设计方案是劳动密集型和材料密集型的。本文介绍了一种带扶壁舌槽式深水泊位的设计。扶壁可以是矩形、向下延伸的梯形和向上延伸的梯形。在施工中使用扶壁,降低了土体的侧压力,增加了结构的刚度,也增加了结构整体的稳定性。材料沿结构长度的合理分布和元素的统一导致了更便宜的施工和更快的施工速度。该解决方案既可用于新建靠泊设施,也可用于现有靠泊设施的改建。建立了最能反映结构特性的带扶壁舌槽墙稳定性的计算证明。扶壁是影响舌槽墙稳定性的另一个因素。然后,结构作为一个整体的稳定性取决于土的阻力,在与前墙接触的平面上产生的土的阻力和在扶壁宽度内的土的阻力,由于摩擦力,参与相邻土体积的联合工作。为了确定扶壁的保持力,进行了实验研究。对试验结果的分析表明,下伸的梯形扶壁具有最大的持力。作为数学建模的结果,墙的位移和弯矩是根据扶壁的高度绘制的。因此,创新型系泊结构的设计可以用来创造一个经济的深水泊位,增加了承载能力,能够感知现代船舶的大载重量
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sustainability of tongue-and-groove walls with buttresses
The development of ports requires the construction of more and more deep-sea berthing facilities or the reconstruction of existing ones for servicing modern large-capacity ships. Traditional design solutions for deep-water berths are labor-intensive and material-intensive. The article describes the design of a deep-water berth in the form of tongue-and-groove wall with buttresses. Buttresses can be rectangular, trapezoidal with the extension downwards and trapezoidal with the extension upwards. The use of buttresses in the construction reduces the lateral pressure of the soil, increases the rigidity of the structure, and also increases the stability of the structure as a whole. The rational distribution of materials along the length of the structure and the unification of the elements leads to cheaper construction and a fast pace of construction. This solution can be used both in the construction of new berthing facilities and in the reconstruction of existing ones. The development of the calculated justification of the stability of the tongue-and-groove wall with buttresses, which optimally reflects the specificity of the structure, is carried out. Buttresses are an additional factor affecting the stability of the tongue-and-groove wall. Then, the stability of the structure as a whole depends on the resistance forces of the soil, arising in the plane of contact with the front wall and the resistance forces of the soil within the width of the buttress and involved, due to friction forces, in the joint work of the adjacent soil volumes. In order to determine the holding forces of the buttresses, experimental laboratory studies were conducted. Analysis of the results of the experiments shows that the trapezoidal buttresses with extension downwards have the greatest holding power. As a result of the mathematical modeling, the displacements of the wall and bending moments are plotted depending on the height of the buttresses. Thus, the design of the mooring structure of the innovative type can be used to create an economically deep-water berth with increased bearing capacity, which will be able to perceive modern ships with a large deadweight
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