Quinghai-Tibet Railway and Environment Protection

TheQinghai TibetPlateauhasthehonorof“theroofoftheworld”.Comparingitwiththe NorthPoleandSouthPole,thegeoprapherscallithethirdpoleoftheglobe.Itnotonlycanbe calledthefirstintheworldintermsofthealtitude andarea,butalsotheyoungestplateauontheearth.TheQinghai TibetPlateauhastheunique naturallandscape,specialstructureofearthcrustandearthmantle,complicatedbiota,diversified ecosystemandabundantnaturalresources.Theshapingup,evolvingandexistingoftheplateau broughtwideanddeepeffectonitself,andalsoon…     

冲击式压路机在路基拼接施工中的应用

在沪宁高速扩建施工中使用了冲击式压路机对新填路基进行了冲碾补压，对提高路堤的密实度与均匀性，减少工后沉降与差异沉降，防止新旧路基拼接处产生纵向裂缝起到了较好的作用。本文作者结合参建的沪宁高速公路扩建工程施工，介绍冲击式压路机的应用。     

青藏铁路生态旅游开发模式研究

本文从青藏铁路的资源优势、市场定位、发展目标、指导思想、开发原则等方面,对一个生态环境十分脆弱的高原环境的生态旅游开发进行了有益的探讨,提出了保护性开发的指导思想及发展模式,形成了较完整的生态旅游开发模式.     

澄海金鸿公路软土地基监测技术

软土地基的形变和稳定是软基筑路工程的两个关键性的问题，也是软基处理的主题，它们与土的应力、应变以及施工时加荷速率有着密切的关系。为了确保路基在施工过程中的安全稳定及准确预测工后沉降，应在工程全线选定具有代表性的特殊断面和一般断面进行软基监测，定量测定地基的应力和应变系数，以便动态地控制加载速率，监控并指导全线路堤填筑的施工，并为控索各类土层的固结状况和有效固结深度积累资料。     

国道213线合作-郎木寺公路路基处理方法

总结分析了 2 13国道合作 -郎木寺公路改建工程中特殊路基的处理方法。讨论了腐植土、黑土等软土路基、沼泽湿地路基和松散边坡及泥石流等不良建筑环境条件下路基的处理方法 ,对每种方法在不同地质、地理条件下的结构、原理、初步效果及施工管理进行了论述。这对类似地区道路工程建设具有重要的参考意义     

基于Petri网的填土路基施工过程的建模与研究

将填土路基施工过程系统分解为相互关联的子对象系统，分别用Petri网对子对象系统建立分级子模型，然后再将子模型系统作为变迁元素嵌入到道路施工的主网络模型中去，从而获得整个道路施工系统的Petri网模型.     

浅谈路基开挖施工

在公路建设中，路堑开挖施工组织是否合理、施工质量如何，将影响施工进度和边坡的稳定。重点从路基开挖的准备工作、开挖方法的选择和确定、土质路堑和石质路堑的开挖方法以及施工防护措施等方面探讨了路基开挖施工的有关问题。     

路桥过渡段路基路面设计与施工技术研究

近年来，我国公路建设事业取得了突飞猛进的发展，但是，大量公路建成通车后出现了不少公路病害。本文从设计与施工两方面论述了提高路桥过渡段路基路面质量、消除上述公路病害的关键技术和措施，供广大公路同行参考。     

盐通高速公路先导段软基处理沉降观测与分析

以盐通高速公路先导试验段为例，通过对路基施工过程中的沉降观测，详细地分析了填土(等载)预压、铺砂垫层、粉(湿)喷桩、插塑料排水板、挤密碎石桩等各种地基处理方案中路基的沉降变形规律，根据沉降观测数据分析结果得出结论，并说明各种加固软基方案在解决路堤稳定性、缩短工期和加固效果方面各自具有的优势e     

Approaches to prediction of impact of Qinghai-Tibet Railway construction on alpine ecosystems alongside and its recovery

With the aid of the Remote Sensing (RS) and Geographic Information System (GIS) technology, the ecosystem pattern and fragility distribution maps of the 50-km-wide zone along the Qinghai-Tibet Railway were compiled and by using the superimposition method, range, area and indexes of the impact of various engineering activities on the ecosystems alongside the railway were studied. By making reference to the ecosystem recovery process of the Qinghai-Tibet Highway, mechanisms of recovery of the alpine ecosystems alongside the Qinghai-Tibet Railway were studied and extents and rates of the recovery were predicted.The results indicate that the impact of the railway engineering on the Alpine ecosystem depends mainly on how much the original surface soil in the zone has been disturbed and how fragile of the ecosystem per se. Restoration of vegetation coverage and species abundance shows a significantly reverse relationship with disturbance of the original surface soil but an extremely positive one with the length of the restoration period and mean annual precipitation and annual mean relative humidity in the period and no obvious bearings with altitude and temperature. In sections with an annual precipitation over 200mm, as long as a certain percentage of original soil is left in situ, it takes only 30 years or so for biodiversity to get basically restored to the original level after the construction is completed but at least 45-60 years or more for vegetation coverage.