experimental section meaning in Chinese
实验段
Examples
- Experimental . include , in the correct order to correspond to the order in the results section , all of the paragraph subheadings of the experimental section
实验部分。包括所有实验部分的副标题，顺序与结果部分要相对应。 - 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。 - Abstract : 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
文摘: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。 - Using the system designed in this thesis work , flow field calibration of the wind tunnel is accomplished , which covers dynamic pressure drop coefficient , dynamic pressure time stability , axial static pressure gradient , boundary layer , and degree of turbulence , etc . boundary layer measuring principle and method are especially described in detail , the relationship between boundary layer thickness , wind speed setting , and the depth of the experimental section is summarized , and finally the calibration data for th e model center zone under specific wind speed are given
然后利用本文设计的系统完成了落差系数、动压时间稳定姓、轴向静压梯度、边界层及湍流度等内容的流场校测。特别对边界层测量的原理及方法做了较详尽的叙述，总结出边界层厚度与设定风速、实验段深度的关系，然后给出模型中心区一定风速下校正数值。 - The sensitivity analysis of design parameter of subgrade and pavement are used to confirmed the degree of impact on working state with change of the design parameter , it is the rational and economy that the range of design parameter are proposed . structure combination design is used to proposed basic structure of qinhuangdao ' s asphalt pavement in view of local natural environment , build material , traffic classification and soil grades . this paper puts forwards suiting 39 kinds of typical structure of qinhuangdao ' s asphalt pavement according to the actual structure , experimental section long - term observation , extensive surveys , structure theory ' s analysis and calculation
在公路等级、交通量等级、土基等级及路面材料参数研究的基础上进行路基路面设计参数敏感性分析，用以确定设计参数的变化对路基路面工作状态的影响程度，并据此给出了经济合理的路基路面设计参数范围；结合本地自然环境、筑路材料、交通状况及土质情况进行路面结构组合设计，提出了适宜于秦皇岛地区公路沥青路面的基本结构；最后根据实际路面结构、试验路的长期观测、大量调查与路面结构理论分析计算相结合，提出并推荐适合秦皇岛地区的39种沥青路面典型结构，这是本课题的主要宗旨，其研究成果将直接指导设计人员的工作，并避免随意性和盲目性，对加快秦皇岛地区公路交通事业的发展将具有十分重要的意义，对其他地区也有一定的指导意义。