主要分析带有减载结构的板桩墙的设计及结构内力计算。
It mainly analyzes the design and internal structural force calculation for the sheet-pile retaining wall with load-relieving structures.
板桩墙的入土深度和内力是否准确关系到整个码头结构的稳定性。
Moreover, the overall stability of structure depends on the accuracy of penetration depth and internal stress.
目前国内码头结构形式多为板桩墙，受墙身高度限制，只适用于中小码头建造。
The most structures of wharfs in China are in the form of sheet pile walls. The height restriction of walls is only suitable for construction of small and medium-sized terminals.
当码头岸墙高度较大时，板桩的锚拉杆需在两根以上，才能减小板桩墙的水平位移。
Also it is necessary to use two anchor ties to minimize horizontal displacement of sheet-pile wall while wharf bank wall with a large height.
板桩码头是一种主要的码头结构形式，其中板桩墙结构计算又是板桩码头的一个重要内容。
Structure computation of sheet-pile wall is a major part in design of sheet pile bulkhead, which is a main form of quay.
以株六复线桩板墙凹槽型挡土板为例，阐述了翻转模板的设计、制造情况，并对模板的经济技术作了详细分析。
For the example of sheet pile wall fillistered retaining plank, the paper discussed the design, manufacturing of turnover forms, also analysed for the economical technology of forms.
在施工中采用了钢管桩、高压防渗板墙、槽内降水、槽外注水回灌，外加复合土钉墙支护措施，保证了基坑开挖。
In construction, supporting measures such as steel pipe pile, high-pressure impervious board wall were adopted, ensuring the excavation of base pits.
介绍了京唐港区地连墙码头的建设情况，并对深水遮帘板桩码头方案进行分析。
The construction conditions of diaphragm wall wharf, Jingtang Harbour District are introduced and analysis on the proposal for the covered type of deep water sheet pile wharf are made in the paper.
研究目的：本文研究路肩(堤)式预应力锚索桩板墙柔性支挡结构的土压力分布规律。
Research purposes: This paper researches the distribution mode of the earth pressure on a cable anchor tied-back pile-slab wall flexible retaining structure on an embankment's shoulder or slope.
重力式挡土墙建立在桥台的下游护坡上，墙的基础由桩和筏板构成。
The retaining-wall foundation is built on the downstream bank slope of the bridge abutment, which stability cannot meet the requirement of specification.
重力式挡土墙建立在桥台的下游护坡上，墙的基础由桩和筏板构成。
The retaining-wall foundation is built on the downstream bank slope of the bridge abutment, which stability cannot meet the requirement of specification.
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