论文部分内容阅读
金融危机以来，在国际海运形势低迷、全国港口吞吐量日趋下滑的严峻形势下，山东省青岛港却保持持续增长。青岛港之所以取得如此可喜乃至惊人的成就，主要有以下几条原因：多方协调，合力发展，共克时艰；依靠口岸优势，打造快捷联运链；“超值服务”，“完美交付”，提高港口竟争力。
透视青岛港首季货物吞吐量逆势创历史新高的主要成因
【摘 要】
：
金融危机以来，在国际海运形势低迷、全国港口吞吐量日趋下滑的严峻形势下，山东省青岛港却保持持续增长。青岛港之所以取得如此可喜乃至惊人的成就，主要有以下几条原因：多方协
【机 构】
：
山东省青岛市即墨港航局,青岛,266200
【出 处】
：
2009中国海洋论坛
【发表日期】
：
2009年9期
其他文献
为分析桩网复合地基的垫层效应,进行了四组不同桩帽尺寸的桩网复合地基现场试验,测试了路堤荷载作用下的地基沉降、基底压力和垫层筋带拉力等数据.结果表明:①在桩顶处设置桩
In this paper,the double-row prestressed anchor piles on a site are used as the project background,FLAC3D procedures is used to establish the three-dimensional
In Situ Tests on Fatigue Characteristics of Top-mounted Dividable Pile-board Structure Subgrade in H
The top-mounted dividable pile-board structure subgrade is a new type of high speed railway line structure crossing weak foundation.The train loading can lead t
Numerical Analysis of Settlement of Crushed Stone Grouting Pile With Rigid Roof Bearing Plate Compos
Crushed stone grouting pile is a new composite soft-base processing technology that combined the gravel pile with grouting technique.The design theory of contro
Study on Settlement of Railway Embankment on Deep Completely Decomposed Granite Ground with Centrifu
The settlement control of high-speed railway is a key technology of the embankment engineering.In allusion to the engineering characteristic of deep completely
本文主要运用偏离一份额分析法对环渤海各省市人境旅游市场发展状况以及10个主要客源市场的增长性和衰退性进行分析。通过对环渤海地区各省市人境旅游客源市场结构的分析
本文分析了东北亚集装箱港口竞争趋势，东北亚集装箱港口竞争中光阳港的优劣势及发展定位，提出了东北亚集装箱港口竞争中光阳港的策略选择。
Research on Field Test Technology of CFG Pile Composite Foundation in Deep Soft Soil of High-speed R
In this paper,based on LiYao test section of Beijing-Shanghai high-speed rail project,make a study on field test technology of CFG pile composite foundation in
Centrifuge Model Tests on Setllment Controlling of Piled Raft Composite Foundation in High Speed Rai
The settlement after construction controlling of subgrade is a crucial issue on designing of high speed railway.Based on the experimental study at home and abro
In this paper three-dimensional seismic dynamic responses of tunnel portal are modeled by FLAC.Seismic response rules of tunnel lining and rock mass are acquire