1) apparent overconsolidation
表观超固结
2) apparent preconsolidation pressures
表观前期固结压力
1.
The results of simulation indicated that the new model can be applied toany loading condition, describe phenomena that the Terzaghi consolidation modelcan not, such as the apparent preconsolidation pressures that depend on strain rate, increment in apparent preconsolidation pressures due to creep during sustained loading, and change of porewater pres.
计算与实验结果对比表明,该模型能应用于一维条件下任何加载方式的固结模拟,能描述表观前期固结压力的应变率效应、次固结引起的表观前期固结压力增加、连续加载下超静孔隙水压的增长规律等一些已被实验广泛证实且不能被太沙基固结理论反映的现象。
3) apparent preconsolidation pressure
表观先期固结压力
4) over-consolidation
超固结
1.
Analysis on one-dimensional nonlinear double-layered over-consolidation soil foundation;
双层超固结软黏土地基一维非线性固结分析
2.
The phenomenon of over-consolidation is very remarkable.
云南大理洱海周缘分布着厚层的早全新世软粘土,大量原状样品的工程性质测试结果表明,洱海东缘早全新世软粘土具有高含水量、孔隙比高、压缩性强、强度低、高塑性等工程特性,其中表层软土超固结现象明显。
3.
The theory and methods of calculating the later earth pressure on deep pit was based on classical earth pressure theory, and as a result, the deformation process of enclosure wall, the influence of water seepage effects and the over-consolidation of soil were ignored.
建立在古典土压力理论基础上的深基坑侧土压力计算理论和方法，没有考虑围护墙的变形过程，普遍忽视了水的渗流效应及坑底土的超固结影响。
5) over-consolidated soil
超固结土
1.
Study on characteristics of over-consolidated soils with modified Cam Clay Model;
用修正剑桥模型研究超固结土的变形特性
2.
Deformation and stability analysis of over-consolidated soils based on reduced suction concept;
超固结土变形和稳定的折减吸力算法
3.
In this article are introduced some primary mechanical properties of the normal consolidated soil and over-consolidated soil: drain density,distortion,pore water pressure and static lateral pressure coefficient etc, and comparison is made between them.
介绍了正常固结土和超固结土的排水强度、变形、孔隙水压力和静止侧压力系数等主要力学性质,并对其进行了比较。
6) overconsolidation ratio
超固结比
1.
Existing empirical methods for interpreting the consolidation yield stress and the overconsolidation ratio (OCR) in clays from piezocone tests are briefly reviewed.
回顾了基于CPTU测试成果确定粘土固结屈服应力和超固结比的方法,表明土的固结屈服应力和超固结比与CPTU测试参数之间不存在惟一的相关关系,仅仅针对某一地区的相关关系才是有效的。
2.
Firstly, on the basis of the undrained shearing tests results, two formulations are given which include undrained strength ratio versus overconsolidation ratio and undrained strength ratio versus initial shearing strain.
首先基于静三轴不排水剪切试验结果,提出了饱和黄土不排水强度比随超固结比以及初始剪切变形变化规律的拟合公式。
补充资料：锅炉、压力容器、压力管道及特种设备定期检验
锅炉、压力容器、压力管道及特种设备定期检验
periodic inspection of boilers, pressure vessels, pressure piping and special equipment
guolu YOli侧飞扣1 YOli gLJal对印ji tez陌叩劝以拍1 dingqi】，on四n锅炉、压力容器、压力管道及特种设备定期检验(peri诫c inspectionof城le。，p~切reves-Sels，p~二piPing ands衅过闪uiplr屺nt)为保证设备的安全使用，规定设备必须按一定周期进行法定的、强制性的检验。定期检验由政府设立的检验所、使用单位或行业检验站进行。检验单位及检验人员必须具有与所检设备相适应的资格。设备使用单位应该建立定期检验制度，做好检验计划，按时向检验单位提出申请。检验单位应该保证及时进行检验，检验按有关检验规则进行。检验时，设备使用单位应做好配合工作，提供必要的运行资料。检验完毕，检验单位要出具检验报告，对设备能否使用，要作出明确结论。如设备有缺陷，要提出是否修理、监护使用和报废的处理意见。锅炉压力容器安全监察机构根据检验机构的报告，发使用许可证书。有缺陷的，责令使用单位修理，修理后检验仍不符合安全要求的，则通知报废。使用单位逾期不进行定期检验，锅炉压力容器安全监察机构有权停止其设备运行。(陈亦惠)
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