规划新城区交通量预测分析

交通量预测是进行交通状态评价、综合分析建设项目必要性和可行性的前提和基础。预测的交通量数据是确定公路建设项目建设规模、技术标准的主要依据之一。通过对临夏市经济园区的用地性质、经济以及人员、车辆出行预测的分析,运用四阶段法对该地区的交通量进行预测,预测结果合理、准确。     

ICT Adoption among Logistics Companies in ASEAN Countries

In this era of globalization, adoption of information and communication technology (ICT) is one of the critical determinants of logistics companies' competitiveness and growth. This is especially so for the ASEAN countries as they pursue the vision of regional economic development and integration. Existing empirical studies on ICT adoption by logistics companies in developing countries are, however, scarce and have limited theoretical support and so far no comparative analysis of ICT adoption among ASEAN logistics companies and its determinants has been undertaken. This paper investigates the level of ICT adoption among ASEAN logistics companies and also develops an investment-based model to explain it. The model is evaluated with logistic regression using firm-level data collected from interviews with a sample of ASEAN logistics companies. The study finds that ICT adoption level varies significantly among the ASEAN countries and provides an empirical support for an investment-based view of ICT adoption. It also finds no further evidence for the relevance of the institutional theory to the ASEAN logistics industry. These findings have important strategic and policy implications for the ASEAN policy-makers and logistics industry.     

A Review of Pseudo Panel Data Approach in Estimating Short-run and Long-run Public Transport Demand Elasticities

Abstract

The distinctions between short-run and long-run public transport demand elasticities have been highlighted in the literature, but the identification of long-run travel demand has been constrained by existing research methodology and the unavailability of longitudinal travel survey data. The pseudo panel data approach using repeated cross-sectional data has been suggested as an alternative to conducting a longitudinal travel demand analysis when genuine panel data are not available. This paper comprehensively reviews the background and the current practices of pseudo panel data research, and introduces the challenges in applied research that need further investigation, particularly for public transport. A case study using the Sydney Household Travel Survey data is presented to demonstrate pseudo panel data construction and to identify the short-run and long-run public transport demand elasticities using a pseudo panel data approach. The research findings suggest that the public transport demand elasticity of price in Sydney is ?0.22 in the short run and ?0.29 in the long run.     

TSP系统在隧道超前地质预报中的问题及其改善处理

TSP系统作为一项比较成熟的超前地质预报技术,已被广泛应用在隧道施工过程中.文章以地震波反射理论为基础,简要介绍了TSP超前地质预报系统的工作原理及相应工作流程,总结了影响TSP预报效果的各种因素;并通过分析大量的TSP实测数据和典型案例,对该方法在数据采集、资料处理和解释等方面容易出现的各种问题进行了综合研究,提出了改善TSP系统超前地质预报可靠性的相应对策和措施,可为隧道超前地质准确预报提供参考.     

HSP超前地质预报技术在隧道工程中的应用

近年来,隧道超前地质预报得到了快速发展,并在隧道施工中发挥了重要作用.目前隧道超前地质预报方法种类很多,但普遍存在预报距离和准确率不能兼顾的问题,并且现场测试较为复杂.针对上述方面的问题,水平声波剖面法(HSP)可通过其测试布置方法和数据处理技术较好的解决.文章简述了HSP原理、测试针对方法及关键技术,并在典型工程应用实例的基础上,总结分析了HSP应用效果和技术特性.     

无填料振冲法地基加固在曹妃甸港区的应用

基于对曹妃甸港区新近吹填厚粉细砂层工程地质条件的分析,提出在场地地基加固中采用无填料振冲法处理工艺的方案。根据地基加固工程实施情况的监测和分析,总结无填料振冲法地基处理工艺的适用条件和优缺点,可供类似工程参考和借鉴。     

港珠澳大桥岛隧工程隧道基础沉降计算及参数选取

港珠澳大桥岛隧工程隧道基础采用了多种基础形式,包括PHC刚性桩复合地基、高压旋喷半刚性桩复合地基、挤密砂桩柔性桩复合地基及天然地基基础。结合《建筑地基基础设计规范》、《建筑地基处理技术规范》以及《Technical standards and commentaries for port and harbor facilities in Japan》对上述复合地基及天然地基的沉降计算方法和参数选取进行分析,比较得出挤密砂桩复合地基沉降计算应符合《Technical standards and commentaries for port and harbor facilities in Japan》,PHC刚性桩复合地基沉降计算应符合GB50007—2012《建筑地基基础设计规范》,高喷桩复合地基沉降计算宜符合《建筑地基处理技术规范》水泥土搅拌桩的规定,天然地基沉降应考虑应力历史的e-lgp沉降计算方法以及次固结沉降计算应选取与实际应力相符试验条件下的次固结系数。概述岛隧工程隧道不同基础加固形式的沉降计算方法及沉降计算参数选取原则,为类似工程沉降计算提供参考。     

珠江三角洲入海口工程地质单元层探讨

港珠澳大桥岛隧工程从满足香港、澳门和珠海三地勘察标准出发,需要建立一个符合英国标准（BS）和中国标准（GB）的工程地质单元层,为岩土工程评价提供基础依据。综合利用工可、初勘、详勘和补勘成果,根据地质成因及时代、地层岩性及物理力学性质,统一不同规范的资料,划分符合国内外勘察标准的工程地质单元层,为珠江三角洲入海口工程地质单元层确立提供基础。     

地球物理勘察在海洋工程勘察设计工作中的作用和意义

以港珠澳大桥工程及其周边海洋工程项目为例,从地层勘探、障碍物排查、疏浚量计算等方面论述地球物理勘探在海洋工程勘察设计中的作用和意义,并分析目前地球物理勘探存在的缺陷和不同。     

海外港口工程测量风险防控

为防范海外港口工程测量的多种潜在风险,以海外测量项目为背景,总结海外测量项目的主要风险源,并重点 介绍测量标准、控制测量起算资料及测量设备等因素所引发的技术风险。通过原理阐述、横向比较和案例分析,系统阐明 在海外港口测量项目中面临相关问题时所采取的办法以及相应的防控措施, 旨在为从事海外工程测量的技术人员提供借鉴。