试验路段的英文

• trial lot
• trial pavement section

• "试验"英文翻译    experiment; test; trial
• "路段"英文翻译    a section of a highway or ra ...
• "试验路段法" 英文翻译 :    trial-section method
• "水飘试验路段" 英文翻译 :    aquaplaning section
• "试验路" 英文翻译 :    test road
• "沙地试验路线" 英文翻译 :    sand course
• "山区试验路线" 英文翻译 :    mountain test course
• "越野试验路线" 英文翻译 :    cross country route
• "路段" 英文翻译 :    a section of a highway or railway
• "验路设备" 英文翻译 :    road testing equipment
• "迷路段" 英文翻译 :    labyrinthine segment
• "铁路段" 英文翻译 :    railway division
• "通路段" 英文翻译 :    forehearth section
• "养路段" 英文翻译 :    maintenance division
• "备份路段" 英文翻译 :    alternate route
• "畅通路段" 英文翻译 :    clear lap
• "传输线路段" 英文翻译 :    transmission line section
• "地面路段" 英文翻译 :    road at grade
• "多雾路段" 英文翻译 :    foggy area; foggy section
• "蜂腰路段" 英文翻译 :    wasp-waisted road
• "公路段车站" 英文翻译 :    highway depot
• "管制路段" 英文翻译 :    control section
• "简化路段" 英文翻译 :    condensed section
• "交变路段" 英文翻译 :    alternating run
• "交错路段" 英文翻译 :    alternating runs

• Then the rational construction procedure of cfrp restrain fill is proposed based on field tests of experimental road in the thesis
  接着论文介绍了试验路段的修筑和实地观测情况，并总结出预应力碳纤维路堤施工的合理工序。
• After half a year ' s application on a section of an expressway , the results of permeability test also indicated its excellent property of anti - permeability
  半年后对试验路段的渗水系数等跟踪检测，结果证明了其良好的路用性能。
• The data captured in field tests and observations both prove that crossrange prestressing can effectively reduce roadbed settlement , shorten the roadbed compression and stabilization period , and increase the capacity of roadbed
  通过试验路段的试验以及竣工后一段时间的定期观测，表明侧向施加的预应力能减少路堤总沉降，缩短工后沉降稳定期，提高路堤的承载力。
• The indoor experiments and field investigation are applied to find the settlement speed of high earth fill subgrade . the steadiness of high earth fill sub - grade is discussed with random finite element data analysis method
  本课题拟通过设定的室内试验及对室外试验路段的观测来寻求高填方路基的沉降速度，并作了随机有限元数值分析，对高填方路基的稳定性方面作一定探索。
• Comparing the tension test results of a series of carbon fiber products , the one with the best price - performance ratio is picked out among them to be used in the field experiment . the corresponding epoxy resin binder both and anchorage - tension system are also developed
  通过对十余种碳纤维制品的抗拉试验，选择出“性价比”较高的碳纤维布作为试验路段的筋材，并初步研制出与之配套的环氧树脂胶和锚固张拉系统。
• According to the question of foundation engineering from test section ( lko + 900 to lk1 + 000 ) of xichang - - panzhihuang express highway , this paper put up important systems analysis and study on the deformation of roadbed which is filled by special stratum on site - - xigeda stratum
  本论文结合西攀高速公路试验路段( lk0 + 900 lk1 + 000 )的地基工程问题，重点对该区的特殊地层? ?昔格达地层填筑路堤的变形问题进行了分析和研究。
• Fwd , benkelman beam and plate bearing tests were conducted on subgrade layer , subbase layer , base layer and surface layer of one selected pavement during construction in 1998 . correlations between defections measured by three different test devices have been established through deflections comparison and analysis
  为了研究贝克曼梁、承载板和fwd三种弯沉检测设备在路面弯沉检测上的相关性，我们在选定的试验路段上进行了弯沉检测对比试验。
• Considering that the load was added in steps , dynamic design based on in - sile test parameter is an effective and practical method . based on the author ' s experience of djm composite ground engineering , and two projects of highway djm composite ground , it systemically analyzed and summarized the in - site test result as well as the settlement deformation , pore water pressure dissipation , deep horizontal displacement , stress ratio , stress of pile . etc . it also compares the in - site test results of djm composite ground with or without rigid bearing stratum , and draws many practical conclusions
  根据笔者多年粉喷桩加固路基工程的经验，结合两个高等级道路粉喷桩加固路基工程实例，全面系统地分析和总结了现场试验路段试验结果，对搅拌桩复合地基沉降特性、孔压消散特性、深层水平位移特性、桩土应力比、桩身应变等作了深入细致地分析，对有硬持力层和无硬持力层(浮桩)的粉喷桩复合地基现场试验结果作了对比，得到了许多有应用价值的结论。
• Based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section , and based on four static loading tests for two single piles and two composite foundation , behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied , a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed , and the formula for calculation of composite foundation bearing capacity are revised
  基于某试验路段软基处理前后静力触探、十字板试验的对比测试和对两根单桩、两处单桩复合地基进行的4次静载试验，研究了桩间土性状在施工水泥粉喷桩前后的变化和桩土应力比的变化规律，提出了根据静载试验确定粉喷桩及其复合地基承载力新的取值方法，并修正了复合地基承载力的计算公式。
• By a great number of tests indoors , the theoretic analysis of microstructure and fracture mechanics , tests on the test - road , after the analysis of road - related performances of cement - bound crushed stones base and the study for improvement , the conclusion is put forward , that applying the cement fa - bound crushed stones base can obviously minish the maximal stress of asphalt pavement , lighten and stay cracks in the asphalt pavement effectively and economically so as to improve long - term performances of the structure of pavement
  通过大量室内试验、微观结构和断裂力学理论分析，铺筑试验路段现场检测，分析水泥稳定级配碎石基层的路用结构性能，并研究其路用性能的改善措施，得出水泥粉煤灰稳定级配碎石基层可明显减小沥青面层的最大应力，经济有效的减轻和延缓沥青路面开裂，改善路面结构长期使用性能。