1) 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
2) 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
3) plate loading test
载荷试验
1.
Reliability verification of settlement monitoring instrument for Qinghai-Tibet Railway embankment based on plate loading test;
基于载荷试验的青藏铁路试验路堤沉降监测设备可靠性验证
2.
Correction tangent modulus(CTM) equations of soft soil and sand layers were established according to their plate loading tests(PLT) in Qinhuangdao area.
以秦皇岛地区地基条件为例,根据当地软土及砂土的载荷试验结果确定出各自的修正切线模量方程,然后按修正切线模量沉降计算法分析了上硬下软双层地基中条形基础的非线性沉降特性,最后对双层地基中条形基础的沉降变形控制设计方法进行了探讨。
3.
Based on the results of the roadbed soil through plate loading test,under the environment of the permafrost,the mechanical parameters such as bearing capacity,deformation modulus,shear modulus were analyzed and determined after the roadbed soil experienced a freezing and thawing cycle.
基于现场路基填土的载荷试验的结果,分析并确定了在多年冻土区环境情况下,路基填土在经历了一个冻融循环后的承载力、变形模量、剪切模量等力学参数。
4) plate load test
载荷试验
1.
Study of plate load test of calcareous sand
钙质砂室内载荷试验研究
2.
Based on the static plate load test and settlement observation results,the values of the total settlement and the differential settlement are within the limits of related regulation.
某工程为单栋高层塔楼作用在大底板上,并且不设置后浇带,采用不同间距的CFG桩处理差异沉降,经载荷试验和沉降观测,CFG桩满足设计要求,建筑物的总沉降和差异沉降均满足规范要求。
3.
Based on the characteristic that the pile top settlement changes with the load during the single pileplate load test, the grey prediction model of the single pile ultimate capacity was established.
依据单桩载荷试验中桩顶沉降随荷载变化的特征,建立了单桩极限承载力的预测模型,并通过工程实例对单桩极限承载力进行了灰色预测。
5) 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：恒载荷试验
分子式：
CAS号：
性质： 测试应力腐蚀破裂性能的一种方法。将试样的一端固定，另一端加上恒定的拉伸静载荷。试样浸泡在试验溶液(可以是标准溶液如沸腾氯化镁)中测定完全断裂的时间，并用金相显微镜检查裂纹形态。该法优点是可以精确地测出裂纹产生前的应力值。缺点是裂纹产生后有效截面积减小、应力增大，试样会过早断裂。
CAS号：
性质： 测试应力腐蚀破裂性能的一种方法。将试样的一端固定，另一端加上恒定的拉伸静载荷。试样浸泡在试验溶液(可以是标准溶液如沸腾氯化镁)中测定完全断裂的时间，并用金相显微镜检查裂纹形态。该法优点是可以精确地测出裂纹产生前的应力值。缺点是裂纹产生后有效截面积减小、应力增大，试样会过早断裂。
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