现场试验

It is suggested that experiments under irregular waves of fields on fluidization and comparisons with the concentration and pressure in the fields.

最后本研究建议，应进一步用现场的波浪资料模拟进行造波试验，并与现场所量得的悬浮漂砂资料作比较。

Test results under several blast testing parameters conditions are detailedly analyzed, and recommendatory parameters for soft rock explosion excavation proposed.

通过鱼跳工地陡石梯料场和泄洪洞出口开挖施工现场，采用深孔梯段微差爆破技术进行了五场软岩料的爆破试验，对多种爆破试验参数条件下的试验成果进行了详细分析和研究，提出了软岩料爆破开采施工的建议参数。

First of all, through reviewing on the spot and collecting a great deal of first-hand data, which is about hydrogeologic condition, blasting parameters and the effect of blasting. Then combining with the practical experiences and referring to relative literatures, designing project has been put into practice in order to reach a best result of optimization.

然后结合工程实践和查阅相关文献资料进而初步决定炮采面爆破施工的相关参数，采用正交实验法，安排设计优化方案进行现场爆破试验，结合现场工作面爆破的效果，探讨并优化爆破参数。

The general platform structure of hardware and software of the SCS-500E security and stability control system is introduced.Some techniques,such as,the characteristics of SCS-500E—high-speed communication based on FPGA,criterion of non-fault line tripping based on local electrical measurement...

介绍了该平台的系统构架、硬件组成和软件结构；对其基于现场可编程门阵列的高速同步串行通信和基于本地电气量的无故障跳闸新判据及定值映射管理等特点做了阐述；对SCS-500E安全稳定控制平台针对国家特高压线路示范试验工程进行的动模试验和数字仿真试验进行了说明；还介绍了该平台的工程应用情况。

Connected with cross section patterns of freeway, the design method of drainable base course system and edge drainage system which meet to request are given too. The aggregate grading and mixture ratio of porous cement-treated macadam are obtained based on accurate survey on material properties and lots of laboratory experiments. After the construction of experiment road, a summary of mixing, spreading, roller compaction and maintenance process about subsurface drainage system is made, and the analysis on the cost of construction about drainable base course is also carried. According to the test of coefficient of permeability, porosity and strength of compression about local test samples and core samples, the paper concludes that main performance index of subsurface drainage system has achieved the design anticipated effect.

结合高速公路横断面型式，提出了适合要求的排水基层排水系统和边缘排水系统设计方案；在进行详细材料调查和大量室内试验的基础上，提出了多孔隙水泥稳定碎石基层的集料级配和混合料配合比；修建了路面内部排水系统试验路，根据试验路工程的施工情况，对路面内部排水系统施工的拌和、摊铺、碾压和养护工艺进行了总结；并对排水基层造价进行了分析；通过对现场取样试件、芯样的渗透系数、孔隙率和抗压强度的测试，证明路面内部排水系统的主要性能指标均达到了设计预期的效果。

It is concluded that because the mica schist is mixed with feeble weathered granite, the grain is broken up severely; the back-analysis parameters of explosion rockfill(3BⅠ)are lower than the results of laboratory triaxial test, and the Duncan E-B parameters obtained by back-analysis of her sandy gravel (3BⅡ)are higher than the triaxial test results of laboratory triaxial test which can not reflect the mechanical behaviors of the dam material objectively; the research should be strengthened in 300 m high rockfill dam construction. The fitting modes of the space displacement field of prototype observation are also explored and it turns out that the results of IGA analysis considering only vertical deformation meet the need of dam's technical accuracy.

结果表明，由于在微弱风化花岗岩掺加云母片岩，颗粒破碎严重，爆破堆石料（3BⅠ）的原级配粗粒料反演参数远低于室内三轴试验成果；与3BⅠ堆石料相反，砂砾料（3BⅡ）现场反演得到的邓肯E~B模型参数高于室内三轴试验值；室内三轴试验成果不能客观反映筑坝材料的力学特性，对于当今的300 m级高土石坝建设，宜加强对原级配粗粒料的力学特性研究；同时对原型实测的空间位移场不同拟合方式进行了探讨，认为仅考虑铅直向变形的IGA参数反演成果能基本满足土石坝工程的精度要求。

The biggest characteristic of this model is that the hydraulic system pump station, operating console and working clamp installation table can be installed and connected in users sites and dived the test workpiece into the pond, can lift up and down, left and right two directions clamp worktables set 90 degree overturn function, especially suitable for gas pressure test.

本机型最大特点由液压系统泵站，操作控制台和工作夹紧装置台在用户现场安装连接，将试验工件潜入水池中目测，可上下升降，左右两向夹紧工作台设有90度翻转功能，特别适应气体压力试验。◎适用于直通法兰式阀门的密封压力和阀体强度压力性能试验。

Site tests need a lot of time and money, the datum are not many, even few the test of pile with cap which we need to analyze the effects of cap.

而现场静载荷试验需要花费大量的时间和经费，已有试验资料较少，承台和桩一起试验的资料更少，难以分析承台对单桩水平承载力的影响程度。

Secondly, standard test of bonding interface tensile splitting strength and on-site simulated test of bonding interface pull-off strength were carried on after the roughness test study.

其次在粗糙度试验的基础上，对影响界面粘结质量的界面剂种类、粘结龄期、混凝土强度等级等几个主要因素进行组合，完成了粘结界面劈拉强度标准试验和钻芯拉拔现场模拟试验。

The behaviors of SRC beam transferring structure, which is the major research of this dissertation, is studied from four aspects:(1)Pseudo-static test of transfer structure shaking table test of a whole frame model with transferring story and a field measurement;(2)Push-over analysis;(3)the test research and theoretical analysis of joints for SRC transferring frame;(4)the research on the creep and shrinkage of SRC transfer beams.

本文的主要工作是研究型钢混凝土梁式转换框架结构的受力性能问题，为此，从以下四个方面：①转换框架结构的拟静力试验、整体结构的模拟地震振动台试验和施工现场实测；②静力弹塑性分析；③型钢混凝土转换框架节点的试验研究与理论分析；④施工阶段转换大梁的徐变、收缩特性的研究，展开了对课题的研究。

She gently rebuff ed him, but agreed that they could be friends

她婉言拒绝了，但同意作为朋友相处。

If in the penal farm, you were sure to be criticized.

要是在劳改农场，你等着挨绳子吧！