Chinese translation for "total settlement"
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- 总沉降量
Related Translations:
- Example Sentences:
| 1. | In the paper , first we analyze characteristic of settlement and account method about soft clay ground at bridge approach . value of settlement factor when total settlement is calculated by experimental formula method is discussed
针对温州地区软土层的物理力学特性，对采用经验系数法计算总沉降时的沉降系数的取值进行了讨论。 | | 2. | The elements affecting total settlement during vacuum preloading consolidation were discussed . the principle that defined the coefficient of total settlement correction by the magnitude of combined loadings was suggested . the mechanism and compone
分析了真空预压加固地基总沉降的组成，对各部分沉降计算做了分析，并建议按联合堆载量大小来总结真空预压加固地基沉降修正系数。 | | 3. | Labor and social security administrative departments shall collect from land requisition units a certain proportion of land requisition administration fees according to the total settlement expenditure for personnel with land requisitioned , which shall be used mainly for necessary outlay of office work , professional training , publicity and education , and equipment purchase for fulfilling employment and security of personnel with land requisitioned , and for supplement to expenditure and disbursement incurred in dealing with special situations and problems left over by history in the course of guaranteeing employment and security
劳动和社会保障行政部门向征用地单位按照被征地人员安置总费用收取一定比例的征地管理费，主要用于被征地人员落实就业和保障的办公、业务培训、宣传教育、设备购置等必需的支出，补充落实就业和保障过程中处理特殊情况以及历史遗留问题所发生的费用支出。 | | 4. | Through analyzing the in - situ data such as total settlement , layered settlement and pore water pressure , the actual deformation behavior of soft foundation are mastered . after summarizing the methods of predicting settlement of soft foundation and bring forward a method to predict the post construction settlement of the surcharge preloading soft foundation . and the engineering application of the predicting foundation settlement based on “ law of massaction ” and the traditional predicting methods are compared , the results shows that the model is useable and it deserves more validation in more projects
本文以深圳湾软基处理工程试验区为背景,通过对浅层沉降、分层沉降、孔隙水压力等资料的分析,掌握了软基变形的实际性状;在总结软基路堤沉降预测方法的基础上,探讨了软基超载预压工后沉降预测的参数反演法;并对地基沉降预测的“质量作用定律”模型的工程应用与传统的预测方法进行了对比,验证这种方法是可行的,得出了一些有用的结论。 | | 5. | Conclusions as following have got through test study : ( 1 ) when impact compaction technology is applied to treat collapsible loess subgrade , the effect depth may be treated generally can not override 80 cm and impact compaction pass is optimum at 30 times . ( 2 ) for stratified impact compaction of subgrade , when compactness of each level reaches codeslstandards loose laying depth of 80 cm fits 40 impact compaction pass is the optimum combination of subgrade construction . when average compactness in each level reaches codeslstandards loose laying depth of 80 cm fits 30 impact compaction pass is the optimum combination o ( 3 ) the quality control method may request impact compaction pass as the main control index and at the same time the final division settlement is less than 10 % of total settlement as large area subgrade is constructed
通过试验研究主要得出如下认识：冲击压实技术处理湿陷性黄土地基时，其有效处理深度一般不超过80cm ，冲压遍数以30遍左右为宜；对路基分层冲压，在要求土体中各点压实度均达到规范要求时，路基冲压最佳组合为虚铺厚度80cm 、冲压40遍；在只要求土体平均压实度达到规范要求时，路基冲压最佳组合为虚铺厚度80cm 、冲压30遍；大面积施工时，质量控制方法可按照在以冲压遍数作为主要控制指标的同时，要求最后10遍分计沉降量小于累计沉降量10 ；在施工单位自己购置冲击压实机情况下，与传统施工相比较，冲击压实技术是一种既能节约资金又能大量缩短工期的施工方法。 | | 6. | The coefficient of compaction is 1 . 22 on mechanical loader ; ( 6 ) the analysis settlement of roadbed used the xigeda filler , predict that tolerable settlement is 5 . 5cm , total settlement is 11 . 4cm , it is meet a criterion ; ( 7 ) the analysis stable of roadbed used the xigeda filler include water and slope the result show the xigeda filler is stable
采用装载机摊平，昔格达填料的松铺系数为1 . 22 ；昔格达填料路堤沉降观测分析。预测昔格达填料工后沉降为5 . 5cm ，总沉降为11 . 4cm ，满足沉降要求；昔格达路堤水稳定性和边坡稳定性分析，分析表明昔格达填料路堤是稳定的。 | | 7. | Based on the engineering geological survey of these two expressways the physical dynamics character indices and the standard bearing forces of each soil layers as well as the total settlement of the ground soil were determined and worked out . studies show that subgrade bearing forces of some sections from both expressways could not meet design requirement . the general settlement and difference settlement form greater hazards and need treatment
依据宣大、京秦线的工程地质勘查资料，确定各土层的物理力学性质指标、各土层的标准承载力，并计算地表土的总沉降量，表明这两个项目中均有个别段落的地基承载力不能满足设计要求，总体沉降利差异沉降危害较大，需要处理。 |
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