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harbour engineering     
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  港口工程
     TREND OF HARBOUR ENGINEERING CONSTRUCTION AND TECHNICAL DEVELOPMENT TARGETS IN CHINA
     我国港口工程建设动向及技术发展目标
短句来源
     Study on Project Schedule Risk Analysis in Harbour Engineering
     港口工程进度风险分析研究
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     Development and Research of Harbour Engineering CAD System
     港口工程CAD系统开发与研究
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     Reliability Analysis of Bearing Capacity of Reinforced Concrete Structures in Harbour Engineering
     港口工程钢筋混凝土结构承载力可靠度分析
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     TREND AND PROSPECT OF THE HARBOUR ENGINEERING
     港口工程的发展趋势与展望
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  港工
     Prediction and Evaluation for the Damage State of the Structures in Harbour Engineering
     港工结构破损状态的预测和评估
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     The Application of the Data Processing System in the Model Tests of Harbour Engineering
     计算机数据处理系统及其在港工模型试验中的应用
短句来源
     A Test Study on the Mechanical Characteristics of Anchoring Rod Embedded in Rocks in Pile Foundation of Harbour Engineering
     港工桩基嵌岩锚杆受力特性的试验研究
短句来源
     DATA PROCESSING OF THE WAVE MODEL TESTS IN HARBOUR ENGINEERING
     港工波浪模型试验数据处理
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     REVISION OF THE CRITERIA FOR ACCEPTANCE OF CONCRETE STRENGTH IN HARBOUR ENGINEERING
     港工混凝土强度验收标准的制订
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  海港工程
     Research and Application of High-Performance Concrete in Harbour Engineering
     海港工程高性能混凝土的试验研究与应用
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     APPLICATION OF QP-A ULTRA-HARDENING ACCELERATOR TO HARBOUR ENGINEERING
     QP—A型超早强剂在海港工程中的应用
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     Study on Calculation Methods of Design Tide Level for Sea Harbour Engineering
     海港工程设计潮位计算方法
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     Indeterminate Analysis of Geometrical Dimensions of Structural Members for Harbour Engineering
     海港工程结构构件几何尺寸不定性分析
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     Test research and practice of project application indicates that apply thisachievement, the durable years of concrete in harbour engineering can reachdouble or triplicate compared to normal concrete structures, and guarantee atleast 50 years within heavy repair.
     试验研究与工程应用实践表明,应用本研究成果,海港工程混凝土的耐久性使用年限将达到以往普通混凝土结构的2~3倍,至少可以保证50年不大修。
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  “harbour engineering”译为未确定词的双语例句
     This paper continuously sets force and studies the problems on the improvement and development of the types of wharf structures of Tianjin Xingang Port in accordance with the engineering practice both in thesouthern and northern sides of the East Pier of Tianjin Yingang Port (The author's first paper related to this is published on "Harbour Engineering"1990 №. 3—Editor's Note).
     本文根据天津新港东突堤南北侧码头工程实践,再度对新港码头结构型式的改进与发展等问题,进行阐述与探讨(作者的第一篇有关文章发表在本刊1990年第3期—编者注)。
短句来源
     THREE-DIMENSIONAL MODEL TEST OF HARBOUR ENGINEERING WITH MULTI-DIRECTIONAL WAVES
     港口整体模型的多向不规则波试验研究
短句来源
     During tendering for the water intake works for Zhangzhou Houshi Power Plant, the Second Engineering Company of the Fourth Harbour Engineering Bureau under CHEC and China Communications the Fourth Investigation &Design Institute for Navigational Engineering jointly made an alternative proposal to substitute for the original one, which was finally accepted as the formal construction scheme.
     介绍在漳州后石电厂取水口工程投标中,中港第四航务工程局二公司与中交第四航务工程勘察设计院联合提出替代方案,取替原设计方案,成为正式施工方案。
短句来源
     The slip method for transporting the precast box beams of Donghai Bridge is adopted in Shanghai municipal deep water harbour engineering.
     上海市深水港工程东海大桥 ,上部结构预制箱梁在预制场内采用滑移方式运输。
短句来源
     The necessity and the experimental method of the three-dimensional model test of harbour engineering with the irregular waves especially with the multidirectional waves are discussed through an example in this paper.
     结合港口整体模型试验实例,论述了采用不规则波、特别是多向不规则波进行港口整体模型试验的必要性及其试验方法。
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The revision of the Tentative Criteria for Acceptance of Concrete, its com pressive strength, in harbour engineering project is reported, the practicality of the new article is examined theoretically by equiprobability of defined indexes for acceptance/rejection. According to the concrete strength data of more than two hundred projects in harbour engineering, a comparison is made by statistic analysis and sampling characteristic curves for an appropriate practicality between the corresponding articles...

The revision of the Tentative Criteria for Acceptance of Concrete, its com pressive strength, in harbour engineering project is reported, the practicality of the new article is examined theoretically by equiprobability of defined indexes for acceptance/rejection. According to the concrete strength data of more than two hundred projects in harbour engineering, a comparison is made by statistic analysis and sampling characteristic curves for an appropriate practicality between the corresponding articles formulated in the National Standard (GBJ10-65), the Ministry Tentative Criterion(1978), and the revised Criterion in question. It is concluded that the revised article is appropriate to the present engineering practice, and moreover, the safety of engineering quality is better managed.

本文介绍港工混凝土强度验收试行标准有关条文的修改,并用等概率线分析了新修订条文的检验效果。对港工系统二百余个工程的混凝土强度数据,按新修订条文,原试行标准,以及国家标准GBJ10—65第134条规定进行了统计验算,同时绘制了抽样特性曲线。通过比较认为:新修订条文基本适应目前港工系统的施工水平,对结构物的安全保证比试行标准更为可靠。

In this article the regular teriminal observations of 2-munite average wind velocity are converted to 10-munite ones by formulae for different regions with different values of air density and gravitational constants. The equation of wind pressure coefficient q as a function of elevation (h) obtained is q =0.0644 e-0.0001h. Nationwide charts for return period of wind pressure once in 10,20, 30, 60, and 100 years have been prepared for the benefit of various fields of engineering. These charts have been included...

In this article the regular teriminal observations of 2-munite average wind velocity are converted to 10-munite ones by formulae for different regions with different values of air density and gravitational constants. The equation of wind pressure coefficient q as a function of elevation (h) obtained is q =0.0644 e-0.0001h. Nationwide charts for return period of wind pressure once in 10,20, 30, 60, and 100 years have been prepared for the benefit of various fields of engineering. These charts have been included in the design codes for road, railway, electric power, telecommunication and harbour engineering.

风压是建筑设计中很重要的基本设计数据之一,特别是高耸构筑物,它是设计上主要控制荷载。因此,为了使建筑结构设计做到安全、经济和适用,正确地确定风压是非常重要的。由于各种建筑物寿命不同,要求的风压值也各异。木文根据各种建筑物的要求,按极值分布理论,计算了10、20、30、60和100年一遇的风压值,这些资料已列入有关部门的规范或手册中。

At the sites of the harbour along the coast of China, especially in the vicinity of the mouth of Yellow River, Yangtze River and Pearl River, the soil strata often consist of recently deposited alluvial sediment. Therefore, under the foundations of harbour engineering structures there are always soft clays of considerable thickness. In this paper, the definition of soft clay is at first given according to the Chinese Foundation Code of Harbour Engineering. Then the physical and mechanical properties...

At the sites of the harbour along the coast of China, especially in the vicinity of the mouth of Yellow River, Yangtze River and Pearl River, the soil strata often consist of recently deposited alluvial sediment. Therefore, under the foundations of harbour engineering structures there are always soft clays of considerable thickness. In this paper, the definition of soft clay is at first given according to the Chinese Foundation Code of Harbour Engineering. Then the physical and mechanical properties of some soft clays at the sites of harbour along the coast of China are summarized. These soft clays are classified into four types according to their physico-mechanical characteristics: very soft clay (mud), soft (muddy) clay, soft (muddy) silty clay and very soft clay (mud) mixed with lumps of sand. It is seen from the collected data that the physico-mechanical characteristics for soft clay of the same type at various sites along the coast of China are very similar, which implies that these soft clays may be formed from the similar geological origin and in similar environmental condition. It is well known that the soft clay with such unfavourable engineering properties as high water content, low shear strength, high compressibility and low permeability, is a rather weak foundation for structures, hence there would be frequently some problems happened during the construction of structure on it. However, these problems more or less can be avoided, provided that the soft clay strata have been explored, tested and analyzed carefully and appropriate remedies are taken during construction. The problems usually encountered in the construction on soft clay are deformation and stability. The experiences and lessons learned on these respects in China are illustrated with 10 case histories of different types.

本文按照我国港口工程地基规范给出软粘土的定义,列出我国沿海各港口的一些软粘土的物理力学性质,并根据其指标的数值,将它们分为下述四种类型:淤泥;淤泥质粘土;淤泥质亚粘土和淤泥混砂。据文中收集到的资料可以看出,分布在我国沿海各地的同类土的物理力学性质指标十分接近,这意味着中国沿海大部分地区的软粘土成因可能基本相同。软粘土一般具有含水最高、强度低、压缩性大和透水性小等不利的工程性质,所以在其上建造建筑物时,容易发生或大或小的工程事故。但是,如果对于这些土层进行仔细的勘探、试验和分析,并在施工中采取适当的措施,这些事故是完全能够避免的。在软粘土上建造建筑物时,经常遇到的工程问题主要有两个方面:变形和稳定。本文用各种类型的10个工程实例来说明我们在这方面取得的经验和教训。

 
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