提升铁路勘察设计企业绩效管理能力的思考

多数铁路勘察设计企业绩效管理存在着观念落后、配套措施不到位、未充分发挥促进员工发展的作用等问题。为进一步提升铁路勘察设计企业绩效管理能力，本文提出了树立以企业战略为导向的绩效管理观念、坚持“以人为本”的绩效管理理念、建立科学的绩效管理体系、差异化设定考核指标、兼顾财务指标和非财务指标等对策建议。     

网络地理信息系统研究*

网络地理信息系统(WebGIS)是近年来地理信息系统发展的方向之一.文中在分析网络地理信息系统内涵和功能的基础上,认为地理数据的空间可视化和空间分析是网络地理信息系统的重要特点.为此提出基于元数据的网络地理信息系统代理服务器的概念,并探讨了在JAVA平台上实现的一些技术问题.最后以京九沿线投资环境网络评估信息系统原型为例,给出了网络地理信息系统一个具体应用实例,实现了网络环境下地理模型分析功能.     

依靠矿产资源优势发展京九铁路南浔段经济建设的建议

本文从矿产资源在国民经济建设中的重要性出发，根据九江市矿产资源的优势及其存在问题，向各级领导及决策部门提出了一重视、二协调、三加强、四提高、五兴办几项工作建议。     

荒漠,半荒漠地区建设铁路中风沙流防护体系的研究

荒漠、半荒漠地带铁路沙害的基本特征是沙侵道床、埋没轨道、磨蚀设备。因不同地带生态条件不同，引起铁路沙害可划分为四类九级。铁路沙害防护标准高，要求路基不风蚀、道床不污染、线路不积沙。根据沙害类型和生态条件，分有灌溉条件与无灌溉条件两种情况建立相适宜的经济防护体系，由前沿阻沙带、植物固沙带、铁路本体防护三部分组成     

青藏铁路冻土路基沉降变形现场试验研究

Based on the field data of ground temperature and roadway settlement observed during the construction of the experimental embankments over permafrost along the Qinghai-Tibetan Railway, this paper discusses the differences of frost process on the roadway surface from that on the natural ground surface, the changes of permafrost table under the roadway embankment, and the peculiarities of roadway settlement. Analyses of the test results show : 1) The differences of the freezing indexes between the roadway surfaces and the natural ground surfaces are less than those of the thawing indexes for all the test sections; 2) Since the measures of permafrost protection were taken, the permafrost tables under the embankments have raised after the roadway was constructed. The minimum is about 0.4 m and the maximum is 1.2 m; 3) the settlements of the roadway are mainly from the compression and creep of the icerich frozen soils under the original permafrost tables and the maximum has reached 6 ～ 8 cm during the first year after the embankments were constructed. Moreover, concerning the processes of roadway settlement, the deformation of the embankments has no obvious trend of attenuation at present. Especially,for the roadway with high embankments, the settlement may reach a remarkable value and much consideration must be given for this problem.     

青藏铁路多年冻土工程地质勘察

The effective and assured measures in criteria of formulation, procedures, techniques and methods for geological prospecting of Qinghai-Xizang Railway have been made. The permafrost engineering geological investigation indicate the talik and those sections with annual average ground temperature higher than 1 ℃ takes up 68.8% of total amount; the high ice content permafrost also account for 50% of real permafrost section. The distribution of permafrost characteristics is obviously influenced by altitude and latitude. The prospecting also shows the distribution of permafrost characteristics is rather complicated. Based on two predications of air temperature-rising tendency, by calculating climate model of permafrost thermal status, and comparing and analyzing geological distribution of Qinghai-Xizang Railway, the tendency of permafrost recession range has been predicated.     

Effect of soil stabilization on audible band railway ground vibration

Although railway-generated ground vibrations usually have greater energy levels at lower frequencies, vibrations in the audible range above 20 Hz can nevertheless be relevant for secondary noise problems in buildings. One countermeasure is soil stabilization under the track embankment. While effective at low frequencies, a potential side effect is amplification in some audible bands. Presented here are both experimental and theoretical assessments of the countermeasure in the audible bands. The main innovation is the treatment of an infinite periodic track–ground system, using a transfer matrix approach with a repeating element including the rail, pad, sleeper, and an underlying half-space (ballast and soil). Excitation in this band is attributed to rail and wheel roughness. The model makes successful predictions when the half-space properties are allowed to be frequency-dependent such that the dispersion of the surface wave matches that in the actual layered earth (including ballast and underlying soil layers). The field measurements are also unique in that both before and after evaluation of the countermeasure was possible.     

青藏线冻土地球物理模型的建立

通过对青藏线冻土勘探综合物探资料的分析 ,建立了 2种有代表性的冻土地球物理模型 ,此模型的建立不仅有助于野外冻土资料的判释 ,而且对今后冻土物探工作有一定的指导意义。     

青藏铁路建设过程中的冻土环境问题

冻土环境问题是青藏铁路建设的3个主要技术难题之一, 结合青藏铁路建设的工程实践, 论述了冻土环境问题对青藏铁路工程质量和未来安全运营的重要性. 认为应该结合工程实践, 深入开展铁路工程和冻土环境相互影响的有关课题, 为青藏铁路的安全运营提供技术理论支持.     

荒漠铁路地区封沙育草研究

在诸多铁路治沙措施中,封沙育草简单易行,效果明显,投资少,见效快,保护面积大,防护周期长。本文根据干武线封育区不同措施效果的调查观测结果,结合其它同类地区的实践经验,对铁路封沙育草进行了分析研究,并提出一些观点和看法供参。