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1)  experiment with actual load acting on home position
原位加载试验
1.
Based on design calculation and experiment with actual load acting on home position of concrete frame beam with 500MPa class reinforcing bar,concrete crack width is studied.
对采用500MPa级钢筋的混凝土框架结构进行了设计计算及结构原位加载试验,研究了混凝土梁裂缝宽度。
2)  in-situ loading tests
原位载荷试验
1.
Application of in-situ loading tests to optimizing design for subgrade soils;
原位载荷试验在优化土质地基基础设计中的作用
2.
Some in-situ loading tests are performed in Tianjin New Harbor area and the experimental data are compared with the computational results from the finite element methods.
结合原位载荷试验,利用试验数据对有限元分析结果进行了验证,表明有限元计算结果是可信的。
3)  Califonia Bearing Ratio Test
原位测试承载比试验
4)  plate loading test
原位测试静力载荷试验
5)  loading test
加载试验
1.
For optimize maintenance quality and test method,coal mine motor CAT loading test apparatus is designed by hydraulic viscous driving technique and computer data acquiring-processing system.
随着煤矿生产规模的迅速发展,采煤机与掘进机的功率不断增大,为完善维修质量和检验手段,应用液体粘性传动技术和计算机数据自动采集与处理系统研制了煤矿电机CAT加载试验台,并介绍了该试验台设计的结构和性能特点。
2.
Introduced a new implementing method for Loading cutting part with high power of shearer,and expound working theory of loading test,main components and main technical feature.
介绍了采煤机大功率截割部加载试验的一种新的实现方法,同时阐述了加载试验的工作原理、主要组成部分和主要技术特点。
3.
Through the loading test to the model,the stressing characteristics,failure process,feature,and the limit load of the bearing platform are analyzed to check the reasonable,safe and economic characteristics of using the space truss theory to design the underpinned structure.
通过对模型的加载试验,分析承台的受力特征、破坏过程、形态及其极限荷载,来验证用空间桁架理论设计托换结构的合理、安全和经济的特性。
6)  load test
加载试验
1.
The application of cast-in-site continuous box beam bracket in soft soil foundation reinforcement and load test;
连续箱梁现浇支架软土地基加固及加载试验
2.
Introduces the basic structure,working principle,trait,load method and control,testing data gathering,export and display of shearer draw part direct current power return to load test bed.
介绍采煤机牵引部直流电力回馈加载试验台的组成、工作原理及特点,加载方法和控制,测试数据的采集、输出及显示。
3.
In order to increase the rigidity of GRP,this paper proposes the method of adding strengthened reinforcing steel bar,carries out load test on GRP I-beam added with strengthened reinforcing steel bar,and shows by the test that its elastic modulus has been improved.
为提高玻璃钢的刚度,提出了采用添加增强钢筋的方法,并对添加了增强钢筋的玻璃钢工字梁进行了加载试验,试验表明,有增强钢筋的玻璃钢工字梁其弹性模量得到了提高。
补充资料:原位
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性质:源于拉丁语。指在原来的,正常、自然的部位或位置。

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