1) test load
试验荷载
1.
The safety factor and test load problems of soil anchors are discussed based on the comparison between two codes which are Technical Specification for Retaining and Protection of Building Foundation Excavations (JGJ120—99) and Code for Technique of Building Foundation Pit Engineering (YB9258—97).
对比《建筑基坑支护技术规程》(JGJ1 2 0— 99)和《建筑基坑工程技术规范》(YB92 5 8— 97)中有关锚杆的设计规定 ,探讨了土层锚杆设计中的安全系数和试验荷载问题。
2.
Through a quiescent load and racking load test, the working behavior of Tong Cheng He River Bridge under the test load is analyzed.
对采用体外索加固的通城河桥进行静载试验，比较加固前后桥梁在试验荷载作用下实际 工作状态，测定结构的强度、刚度及抗裂性能，从而确认该加固方法的加固效果。
3) loading test
载荷试验
1.
Numerical simulation of loading test on composite foundation with single rigid pile;
刚性单桩复合地基载荷试验数值仿真
2.
The influencing factors of composite foundation s bearing capacity by loading test;
载荷试验检测复合桩基承载力的影响因素
3.
Analysis on safety monitoring result of rock-anchored bridge crane beam loading test;
泰安抽蓄电站岩壁吊车梁桥机载荷试验安全监测成果分析
4) load test
载荷试验
1.
Effect of the anchor piles on the static load test result;
锚桩对静载荷试验成果的影响分析
2.
Some problems of layer load test;
垫层载荷试验应注意的几个问题
3.
Static axial load test on manually excavated belled piles;
人工挖孔扩底桩轴向静载荷试验研究
5) load experiment
荷载试验
1.
Detection and load experiment of the Kongque River Bridge in the national highway 314 in Kuerle;
国道314线库尔勒孔雀河大桥检测与荷载试验
2.
Analyses of recycling used hollow slab under load experiment;
旧空心板二次利用荷载试验分析
3.
It discovered that there are many kinds of cracks in bridge on the river gantaohe through appearance investigation,nondestructive test and load experiment.
对甘陶河特大桥采取外观调查、无损检测、荷载试验等方法发现,该桥存在各种裂缝,采用压力化学灌缝术保护涂料封缝等措施对其进行治理,取得了良好的效果,值得推广使用。
6) load experiment
载荷试验
1.
According to general condition of specific engineering and its hydrographic & geological condition,it analyzes causes of CFG pile on appearing large-area necking down underground water level and load experiment of compound foundation can not suit demand,and introduces reinforcing measures to meet requirement of engineering.
根据具体工程的概况及水文地质条件,分析了CFG桩在地下水位出现大面积缩颈现象和复合地基载荷试验达不到设计要求的原因,并介绍了地基补强措施,以满足工程质量的要求。
2.
This thesis deduces the relationship module between the base subsidence (S) and the base width (B) in the model experiment on the basis of the results from load experiments and the relationship between earth subsidence (S) and variable modulus.
通过对现场载荷试验的数据 ,利用土的沉降量s与变形模量E0 之间的关系 ,推导出模拟试验时的基础沉降量s与基础宽度b之间的关系式 。
3.
It also proposes the innovative method of indoor load experiment,introduces the way and step,and gives the p-s curve corresponding to the thickness of 4-8 cm of asphalt concrete.
845,并提出室内载荷试验的方法,介绍了方法和步骤,给出对应沥青混凝土厚度4-8cm的p-s曲线,确定最大载荷值为23 kN,给出了填隙碎石基层碎石结构设计。
补充资料：大气暴晒试验、自然老化试验
分子式：
CAS号：
性质：又称大气暴晒试验、自然老化试验。将胶黏剂胶接的试样置于户外，选择气候有代表性的地点，在自然条件下，经过不同的暴晒时间后测定其性能变化。
CAS号：
性质：又称大气暴晒试验、自然老化试验。将胶黏剂胶接的试样置于户外，选择气候有代表性的地点，在自然条件下，经过不同的暴晒时间后测定其性能变化。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条