1) pressure sinkage characteristics
承压特性
1.
These dishes were disposed to a SY 1 dead load paddy field soil pressure instrument to study soil pressure sinkage characteristics on coastal shoaly land in Zhejiang.
根据海涂土壤特性设计了不同形状参数的测板 ,配装于 SY- 1型静载式水田土壤承压仪 ,在进行海涂土壤承压特性研究中取得了较理想的效果。
2) Loading Characteristic
承载特性
1.
According to setting up the limited analysis model of air pipe,using ABAQUS to analyze air pipe s vertical,loading characteristic and the trend of Transform,the paper offers dependable design basis to the research of new air pipe.
空气导管的垂向、偏转承载特性是衡量空气导管设计优劣的重要指标,本文通过建立空气导管的有限元分析模型,利用ABAQUS软件分析空气导管的垂向、偏转承载特性及其相应承载工况下的变形趋势,为新型空气导管的研究开发提供了可靠的设计依据。
3) bearing characteristics
承载特性
1.
Experimental study on bearing characteristics of dry jet mixing pile composite ground under flexible load;
柔性荷载下粉喷桩复合地基承载特性试验研究
2.
For researching reinforcement effect and bearing characteristics of long-short cement-soil piles compos-ite foundation in deep soft soils,the test in situ on the bearing characteristics of long-short cement-soil piles composite ground in deep soft soils are carried out.
为了研究水泥土长短桩复合地基在深厚软土的加固效果及其承载特性,实测了长桩、短桩和桩间土顶面应力,探讨了这种复合地基桩土应力比及其变化规律。
4) bearing characteristic
承载特性
1.
Analyze bearing characteristics of socketed pile with new grey relationship theory model;
用新的灰关联理论模型分析嵌岩桩承载特性
2.
The stresses of long piles,short piles and soil were measured by the tests in situ on the bearing characteristics of cement-soil long-short piles composite foundation in deep soft soils;pile-soil stress ratio of composite foundation with cement-soil long-short piles and its variation rule with the load were studied in deep soils.
通过水泥土长短桩复合地基承载特性试验,实测长桩、短桩和桩间土顶面应力,探讨了采用水泥土长短桩方法对深厚软土进行处理时,复合地基桩土应力比及其变化规律。
3.
On the foundation of the above,the rock bearing characteristics of floor in coal seam were also investigated.
在此基础上研究了底板岩石的承载特性。
5) bearing behavior
承载特性
1.
The bearing behavior and reinforcement mechanism of a composite bolt pile was studied through numerical calculation with the FLAC soft.
数值模拟结果及工程检测结果均表明:复合锚固桩改善了单根锚固桩桩体局部承载特性,桩体承载综合有效因子明显增加,桩体承载能力大大提高。
2.
Because of the cavities in the Karst district,the problem of bearing behavior of pile foundations will be inevitably met in the design and construction of bridges in the district.
由于岩溶的存在,在岩溶地区进行桥梁工程设计与施工,将不可避免遇到岩溶地区桩基承载特性问题。
3.
The laws of variations of pile side friction resistance,pile tip resistance and compression-induced pile shaft deformation thereof under axial load are studied,and the effect of grouting at pile base on the bearing behavior of the pile is analyzed.
通过单桩离心模型试验,获得了荷载与沉降关系曲线、桩身轴力分布,研究了大直径超长桩在竖向荷载作用下,桩侧摩阻力、桩端阻力、桩身压缩变形等变化规律,分析了桩端注浆对承载特性的影响,验证了设计参数。
6) bearing properties
承载特性
1.
Based on the FEM results of combined action of substructure and subgrade, its bearing properties are disscused.
通过考虑地基、基础共同作用的有限元数值计算 ,对其承载特性进行了分析 ,指出在一定条件下使用靠背式基础是可行的。
2.
As the technique of pressure grouting under the tip of bored piles is introduced,it betters bearing properties of piles,improves bearing capacity and reduces settlement.
结合某工程桥梁桩基现场试验 ,对卵石层中的钻孔桩采用桩端压力灌浆技术进行了试验研究并对灌浆后桩的位移、侧摩阻力、端阻力等承载特性进行了分
补充资料：注压胶料特性
分子式：
CAS号：
性质：注压法系胶料高温快速注压硫化工艺，故胶料配方要适应胶料在热压下易于流动，并有足够的耐焦烧时间、后效硫化和注模后迅速硫化的性能。采用迟效的有效硫化体系最为适宜，软化剂可提高胶料流动性，但过多会迟延硫化时间。填充剂中，陶土、碳酸钙、半补强炉黑对胶料流动性影响较小，而粒径小的中超耐磨炉黑最不利于胶料的流动。
CAS号：
性质：注压法系胶料高温快速注压硫化工艺，故胶料配方要适应胶料在热压下易于流动，并有足够的耐焦烧时间、后效硫化和注模后迅速硫化的性能。采用迟效的有效硫化体系最为适宜，软化剂可提高胶料流动性，但过多会迟延硫化时间。填充剂中，陶土、碳酸钙、半补强炉黑对胶料流动性影响较小，而粒径小的中超耐磨炉黑最不利于胶料的流动。
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