1) dead-load test
恒载试验;静荷载试验
2) constant stress test for corrosion
恒载荷试验
3) static load test
静载荷试验
1.
The application of the connecting pipe technique in vertical static load test of single pile;
连通管技术在单桩竖向静载荷试验中的应用
2.
The discussion on shaft resistance and tip resistance of pile assayed through static load test
论通过静载荷试验测定桩侧摩阻力及桩端阻力
3.
Based on the results of static load tests,the bearing capacities of bored piles and bored piles with expanded branches were analyzed.
阐述了挤扩多支盘桩在软土地区的应用情况,通过现场静载荷试验,分析了钻孔灌注桩和挤扩多支盘灌注桩的承载力,采用高应变动力试验方法,研究了多支盘灌注桩的承载性质,从而提高了支盘的承载力。
4) static loading test
静载荷试验
1.
Utilizing static loading test to determine the bearing capacity of composite foundation of cement-soil mixed piles;
静载荷试验确定水泥土桩复合地基承载力
2.
The static loading testing of the pile and soil after finishing drilling of hole of big diameter entrenched rock pile;
大直径嵌岩桩终孔后应做桩端土静载荷试验
3.
Through single pile compound base static loading test and lead-core method checking,concludes that it s effective and feasible to adopt cement blender pile processing plan,and can satisfy the designing needs.
阐述了水泥加固地基土的原理,结合工程实例,提出采用水泥土搅拌桩进行地基处理的方案,并通过单桩复合地基静载荷试验与钻芯法检测,得出该工程采用水泥土搅拌桩的处理方案行之有效,可满足设计要求。
5) static load test
静荷载试验
1.
On the basis of monitoring data in the process of static load test,settlement characteristics,load transfer mechanism and compression of pile shaft are anal.
为了比较两者的承载变形特性,在温州地区进行同根桩在不同状态下静荷载对比试验,在静荷载试验过程中同步检测桩身应力情况,结合测试数据对桩沉降特性、荷载传递机理、压缩量特性进行了分析,分析结果对工程设计施工有一定的借鉴价值。
2.
Sensors were monitored in the process of static load test.
笔者在温州地区开展了两种不同情况下复合地基静荷载试验,并在承压板下不同深度和位置埋设了钢弦式压力盒、钢筋应力计及应变计。
3.
In order to study pile-soil interaction of composite foundation with rigid-flexible piles,static load test of composite foundation with one cast-inplace pile and four cement mixing piles under stripe foundation is carried out in Wenzhou area.
为了研究带褥垫层刚-柔性桩复合地基这种新型复合地基桩土共同作用特征,在温州地区选择了一个采用刚-柔性复合地基的工程开展静荷载试验研究。
6) static load experiment
静荷载试验
1.
In order to analyze the crack reason,static load experiments were made on three prefabricated piles to examine the crack resistance of the piles.
为分析产生裂缝原因,通过静荷载试验的方法检验桩身的抗裂性能;结果表明张拉控制应力未达到设计值,是导致桩身产生环向裂缝的主要原因;提出适当调整预应力,能够有效地解决预应力水冲桩桩身裂缝的问题。
补充资料：恒载
见荷载。
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