水尺计重误差的初步探讨

介绍了船舶散装货物水尺计重的原理,并着重介绍了计重误差产生的原因,并根据其产生原因提出了一些修正措施。     

客运专线铁路软土地基勘察方法

研究目的:通过分析评价软土地基主要勘察手段,得到满足客运专线铁路控制标准的软土地基勘察方法。研究结果:采用原位测试与钻探相结合的综合勘察方法,布置以静力触探为主的原位测试,并用一定数量的钻探取样,查明了地层分层情况。强度指标宜主要由原位测试(静力触探、十字板试验)或直剪试验获得;变形指标应主要由室内土工试验获得,并辅以一定数量的原位测试进行对比验证。     

舱室辅机设备技术进步综述

本文介绍了近年来船舶舱室辅机设备通过采用新技术，新材料，优化机型品种，强化工作过程，减少一半污染，在提高产品可靠性适用性，经济性和自动化水平等方面所取得的明显进步。     

The acquisition of pre-trip information: A stated preference approach

This paper describes a study into the effects of pre-trip information on travel behaviour, carried out as part of the DRIVE project EURONETT. The aim of the study was to investigate travellers' requirements for different types of travel information and methods of enquiry and to relate the process of information acquisition to changes in travel behaviour. The study was carried out using a stated preference approach, built on the use of a microcomputer based simulation of an in-home pre-trip information system offering information on travel times from home to City Centre, by bus and car, at different times of the day. A novel feature of the stated preference exercise was that respondents effectively generated their own choice set of alternatives through the process of information acquisition. Surveys were undertaken in parallel in Birmingham and Athens, thus allowing a comparison to be made between behaviour in typical Southern and Northern European settings.The first part of the paper discusses some of the fundamental behavioural and modelling issues raised by the introduction of advanced traveller information systems. It then describes the study methodology and the stated preference experiment. Results are presented from an analysis of the information acquisition process itself and from choice models relating the acquired information to effects on different dimensions of travel behaviour.     

Formulating a methodology for modelling revealed preference discrete choice data-the selectively replicated logit estimation

There are a number of studies on modelling with Revealed Preference (RP) data. It is a traditional technique and it is based on actual market data. The method has been extensively used in transportation as a tool for predicting travel demand. Although the method constitutes a relevant analysis on the process of modelling, it suffers from limitations, mainly associated with the lack of control over the experiment, that sometimes overwhelm the model results. This work proposes and tests a methodology for estimating a more efficient binary RP sample set. The objective is to develop and test a methodology that identifies and eliminates potentially irrational choices made. Responses are evaluated according to the set of trade-offs in values of time. Having identified these individuals they are eliminated from the original sample and a new sample is created, the selectively replicated (SR) sample. Original and SR samples are then re-estimated in a tree nested logit structure.     

Transport telematics in urban systems-a backcasting Delphi study

This paper includes a presentation of the results from a scenario study on transport telematics in urban passenger transport. An international Delphi panel of 100 experts from 20 countries replied to questions on the feasibility and impact of a restricted number of different technical scenarios. The results show that most experts see substantial potential for limiting certain transport problems if there is broad implementation of transport telematics as described in this study. The majority of experts favoured a scenario based on extended public transport information. In that scenario, environmental gains were in practice paid for in terms of less comfortable trips and longer travel times.     

国道改建工程与地铁工程一体化勘察设计研究

研究目的:深圳地铁3号线主要沿国道205中央分隔带高架敷设,同步建设的2种不同交通方式对两项目提出了一体化勘察设计的要求.本文结合地铁3号线对国道205改建工程的影响,对两项目的一体化勘察设计进行系统方案研究,探讨综合交通一体化勘察设计的新思路.研究结论:以地铁3号线为主要控制因素,以满足和实现国道205深圳段城市主干道交通功能为根本,充分考虑两项目设计原则与设计标准的不同,坚持一体化勘察设计原则,解决两项目之间存在的主要矛盾,达到"求同存异,协调一致".并对测量、勘察、路线、互通式立体交叉、给排水系统、消防及防灾系统、电力及照明系统、通信系统等进行了研究,提供了合理的解决方案,可作为一体化勘察设计的指导.     

大瑞铁路怒江四线大跨车站特大桥综合勘察技术与成果分析

大(理)瑞(丽)铁路怒江特大桥为主跨490 m的上承式钢桁拱,具有工程技术难度大和风险高等特点;桥址位于地形地质条件极为复杂的怒江峡谷,高地震烈度、岸坡稳定性、大(巨)型不良地质体、构造压碎岩等重大工程地质问题突出,对桥梁选址与工程设计有重大控制作用。根据怒江特大桥所处地质环境,结合桥梁基础结构和受力特点,有针对性地采用遥感、地质调绘、钻探、工程物探、孔内旁压试验、室内试验等综合地质勘察方法,并开展必要的专项地质工作,查明桥址区地层岩性、地质构造、不良地质、岸坡稳定性等工程地质条件,为桥梁的选址、桥式桥跨方案及基础选型等提供翔实、可靠的地质资料;勘察方法得当、有效,勘察成果准确、可靠。     

大直径土压平衡盾构 穿越湘江施工技术

在长株潭城际铁路湘江隧道施工中,为克服工程地质复杂、水压大、盾构掘进距离长等施工难点,通过 盾构机针对性设计、地质超前勘察、渣土改良、掘进参数优化、合理注浆管理等措施,总结出一套大直径土压平 衡盾构穿越湘江的施工方法,为今后类似工程施工提供借鉴经验。     

基于Oracle数据库的铁路勘测设计一体化数据管理

结合某铁路勘测设计一体化平台的建设,通过分析铁路勘测设计行业数据存储与管理的需求,归纳出数据的特点和组织方式,最后建立基于Oracle 11g的分布式数据库系统,并在此基础上实现基于数据的协同设计。