排序方式: 共有118条查询结果,搜索用时 15 毫秒
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结合机理探寻、试验分析和对大量实体工程检测数据的提炼集成,系统研究了道路混凝土外分层与内分层结构,建立起混凝土分层结构模型及评价方法。建议采用密度变异性和吸水率变异性指标评价道路混凝土外分层和内分层结构,为工艺控制道路混凝土内、外分层奠定了基础。 相似文献
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阐述了船坞超高型管柱支撑的设计。提出了船坞区域搭载时管子支撑与外板3种连接形式下的支撑设计允许承载力的理论计算,并对目前船坞使用的φ426mm×14mm和φ500mm×18mm两种管子进行计算分析。改进了撑管的底部支撑,提高了超高型管子支撑的使用效果和安全性。 相似文献
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Richard G. Hildreth 《Coastal management》2013,41(3):171-191
Abstract Section 8(g) was added to the Outer Continental Shelf Lands Act (OCSLA) in 1978. It mandated sharing of the revenues from tracts that included oil and gas pools underlying the federal‐state boundary 3 miles offshore. Revenues were to be split based on agreements negotiated by the secretary of Interior and the relevant coastal state governor or “fair and equitable”; divisions made by the federal district courts. Only one agreement was concluded. Texas and Louisiana sued to force distribution of their shares of $6.1 billion in 8(g) funds held in escrow. In 1986 Congress divided the escrowed 8(g) revenues approximately 27 percent to the adjacent states and 73 percent to the federal government and legislated the same split for all future 8(g) revenues. This article examines the complex issues that section 8(g), as amended, raises for the management of federal and state submerged lands. Cooperative federal‐state approaches to implementing amended section 8(g) are reviewed. Section 8(g)'s broader implications as the only federal‐state ocean resource, revenue‐sharing mechanism currently in place also are addressed. 相似文献
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随着城市道路和公路交通的发展,曲线梁桥应用日益广泛,已经成为现代交通工程中的重要桥型。从工程实际出发,计算分析设置预偏心对曲线梁桥受力的影响。分析结果表明,设置预偏心对曲线梁桥的转矩分布和端横梁处的转矩值均有改善,并提出了曲线梁桥设计时预偏心合理设置的原则。 相似文献
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外塌陷角坐标系是以岩体外塌陷角α和主应力p 0为因变量的岩石力学运算系统。摩尔极限应力圆是以岩石内摩擦角φ和主应力σ1,σ3为因变量的岩石力学运算系统。2个系统的基础力学参数存在对应转换关系。外塌陷角坐标系表示岩体自然塌陷、岩石试验、围岩运动力学关系具有真实统一性。摩尔极限应力圆在岩石试验中能反映岩石基本力学性质,但是几何图形表示的应力不符合一般应力定义,基本公式存在缺陷,岩石试验主、次应力与围岩主、次应力没有建立对应关系。 相似文献
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