1) sanitary landfill technology of embankment-highway with squares
路堤分格填埋作业法
1.
Municipal domestic waste sanitary landfill technology of embankment-highway with squares was introduced.
介绍了城市生活垃圾卫生填埋场路堤分格填埋作业法,对比分析了实施路堤分格填埋作业法的环境效益与社会效益。
2) landfilling operation
填埋作业
1.
To investigate the methane emission quantity from municipal solid waste landfills during landfilling operation in China, Default Methodology(DM)model, Landfill Gas Emission Model(LandGEM)and static chamber method were used to estimate the rates of methane emission from active terrace of Hangzhou Tianziling municipal solid waste landfill.
为了解我国生活垃圾填埋场填埋作业期间的甲烷排放情况,采用DM(DefaultMethodology)模型、LandGEM(LandfillGasEmissionModel)模型与静态箱法模拟和测试计算了杭州市天子岭生活垃圾填埋场填埋作业台阶1h的甲烷排放量,结果分别为3。
3) embankment filling
路堤填筑
1.
High-speed railway embankment filling technology and quality control experiment research
高速铁路路堤填筑工艺及质量控制试验研究
2.
An analytical model for soil arching within piled embankments is developed,which can consider the coupled effect of the embankment filling and soil consolidation.
土拱效应分析是桩承式路堤设计时需要解决的首要问题,在总结分析已有现场测试资料及研究成果的基础上,建立能考虑路堤填筑过程与地基土固结相耦合的土拱效应计算模型。
4) rock-fill embankment
填石路堤
1.
Construction technology and quality control method of rock-fill embankment;
浅谈填石路堤施工工艺和质量控制方法
2.
Non-linear constitutive model for rock-fill embankment;
填石路堤中的非线性本构模型
3.
From the aspect of rock-fill embankment s engineering properties on construction,detection and large particle size fillers,review and conclude the domestic and foreign rock-fill embankment construction technology,and view the development trend of rock-fill embankment construction technology.
填石路堤是我国山区高等级公路修筑常见的一种路堤型式。
5) high embankment
高填路堤
1.
The High embankment dissimilarity opens widely way heavy carry dynamic response to model test research;
高填路堤不同拓宽方式重载动力响应模型试验研究
2.
Reliability analysis of slope stability for high embankment;
高填路堤稳定可靠性分析
3.
Causes of settlement in high embankment and treatment measures;
高填路堤下沉的原因及其处理措施
6) embankment fillings
路堤填土
1.
To analyze the arch effect of embankment fillings on structure,based on Winker soil model,the calculation model is built on analyzing the influence rule of soil pressure on this bridge type structure.
针对路堤填土对结构的拱效应问题,采用Winker地基模型,分析土对该桥型结构的影响,其内力、位移的影响变化范围约为10%,路堤填土越好,对结构越有利。
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