In the railway engineering, the method of cofferdam construction is usually adopted in the bridge base, pier and abutment in deep-water.
铁路工程中，深水处的桥梁基础、墩台多采用围堰施工。
In construction of deep geothermal water well under 1000m, accidents of filtering or sealing material plugging and casing or strainer breaking will happened rather often.
千米以上的深水地热井施工常会出现滤水材料或上水材料蓬堵及套管滤水管折断等事故。
Building of deep water berths of diaphragm walling in dug-in harbour basin is one of the most prominent features of Jingtang Port, which is characterized by high speed construction and low cost.
挖入式港池内采用地连墙结构建造深水泊位，是京唐港码头建设的一大特色，其优点是速度快、造价低。
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.
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。
Acting as the major component for construction of pile caps in deep water, the rational design of the cofferdam has a direct bearing to the construction quality of whole bridge.
钢吊箱作为深水承台施工的主要构件，其设计的合理与否关系到整个桥梁的施工质量。
Even if offshore drilling started tomorrow, it would take several years before actual production began since construction of platforms in deep water and installation of equipment take time.
即使明天就开始近海开采也要很多年后才可能有实际的产出，因为在海里的搭建平台和组装设备都需要时间。
Confronting the intense competition as the process of construction, it is important to make research of how to explore the design market in deep-water port construction.
随着项目建设的不断推进，面临的竞争不可避免，如何利用有利条件，积极拓展深水港建设设计市场是必须要认真研究的问题。
As a temporary construction structure, construction platform means critical importance to construction operation of deep-water piper in the construction process.
作为施工临时结构的施工平台对深水墩施工的进行有着至关重要的作用。
For the construction of highway bridge, the intallation of foundation in deep water was considesed to be one of the important and difficult job.
深水基础施工是公路桥梁建设的重点和难点之一。
It is anticipated that it is of some help to the design and construction of bridge deep water foundation in our country.
希冀对我国桥梁深水基础的设计和施工有一定的借鉴作用。
The procedure of construction with earth-bag cofferdam is introduced for the open-cut foundation in deep water and sandy soil with a narrow space at Pier No.
介绍了目前在日本应用的一种新的结构形式，即采用加筋材料包裹土体———“土袋”加固软土地基的方法，并从试验和理论两个方面介绍了土袋的加固机理。
The procedure of construction with earth-bag cofferdam is introduced for the open-cut foundation in deep water and sandy soil with a narrow space at Pier No.
介绍了目前在日本应用的一种新的结构形式，即采用加筋材料包裹土体———“土袋”加固软土地基的方法，并从试验和理论两个方面介绍了土袋的加固机理。
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