1) differential settlement
差异沉降
1.
Influence of differential settlement on pavement structure in expressway widening project;
高速公路拓宽差异沉降对路面结构的影响
2.
Piled raft with gap between pile top and raft to adjust differential settlement;
用于调整差异沉降的预留净空桩筏基础模型试验研究
3.
The research of differential settlement of composite piled foundations;
复合桩基差异沉降有限元分析
2) uneven settlement
差异沉降
1.
When the main body structure of a building had been finished,it was found that there were cracks in a part of frame girders,and there were great uneven settlement and the settlement speed that didn t meet the requirment.
某建筑物在主体结构完工时,发现部分框架梁上有裂缝,而且差异沉降及沉降速率较大,远未达到规范规定的稳定标准。
2.
For non-uniformity of soil strength at Chengdao Sea of Shengli Oilfield and the rupture of pipeline induced by foundation uneven settlement, one method to access the pipeline safety induced by uneven settlement was put out in this article.
针对胜利油田埕岛海域海床土体强度的非均匀性和可能引起的海底管线差异沉降破坏,提出1种海底管线差异沉降安全性分析方法。
3) difference settlement
差异沉降
1.
Calculation parameter determination of widened subgrade difference settlement
拓宽路基差异沉降计算参数的确定
2.
In order to judge the safety and feasibility of the entire system, the average settlement and difference settlement of buildings must meet the design requirements.
上部结构、基础、地基(含桩基)始终是一个共同作用着的整体,衡量这个整体是否安全可用,主要看建筑物的平均沉降与差异沉降是否满足要求。
3.
The settlement transformation and difference settlement are the key factors that affects the highway engineering quantity.
工后沉降与差异沉降是影响公路工程质量的关键。
4) different settlement
差异沉降
1.
Cracking is mainly due to dry/wet cycling, physicochemical reaction and different settlement.
开裂的主要机理是干湿循环作用、物理化学作用及差异沉降作用。
2.
The different settlement factors of the columns are analyzed and some useful control measures are enumerated.
研究了逆作法基坑支护工程中临时立柱施工精度的控制方法,分析了立柱差异沉降的因素以及控制措施,从而确保其在施工全过程中满足精度和沉降控制的要求。
5) unequal settlement
差异沉降
1.
In tradition sense,the design and calculation of the raft is based on the method to confirm its thickness and reinforcement by calculating the pile and raft separately,where the effect of unequal settlement is not considered.
传统意义上桩筏基础筏板的设计计算是采用桩筏分算方法确定筏板的厚度及配筋,没有考虑差异沉降的影响。
2.
the paper established the composite pile foundation s limit state equations of settlement deformation and unequal settlement deformation, then analyzed and calculated the reliabilities of the composite pile foundation s settlement deformation, and unequal settlement deformation.
本文通过对复合桩基沉降变形极限状态以及差异沉降变形极限状态的分析,对复合桩基的沉降变形可靠度和差异沉降变形可靠度进行了分析计算。
6) settlement difference
差异沉降
1.
After renovation,the two existing buildings are utilized together with the two new buildings,and then settlement difference is strictly controlled.
工程由4座高层建筑及围合在中间的纯地下车库组成,其中两座为原有建筑,改造后与新建两座建筑融为一体使用,差异沉降受到严格控制,介绍了基础设计中紧靠原楼基础的桩基处理,高层框支转换结构的使用,满足建筑功能的要求。
2.
Because an embankment is usually made up of granular materials such as filled soils and gravels,there are settlement differences in an embankment caused by differences in stiffness of piles and soils.
通过路堤填土的受力平衡分析,根据桩土差异沉降,求解出桩帽和桩帽间土体的应力分配,并结合桩帽下应力分配得出桩身应力,最终求解出桩土应力比及桩的荷载分担比例。
3.
Measures to reduce the settlement difference in the foundation,structure-type selection and optimized design,application of prestressed concrete in the long-span transfer structure system and connected double-structure system are discussed.
工程由5座高层建筑及围合在中间的纯地下车库组成,介绍了基础设计中为减少差异沉降采取的主要措施、结构方案优化设计方面所做的计算分析和比较,以及预应力技术在上部大跨度转换结构和连体结构中的应用,可为同类工程设计提供参考。
补充资料：K理论中的差异元素
K理论中的差异元素
difference element in K- theory
K理论中的差异元家f击ffe代”茂d。帐川inK一价印叮;Pa3朋，a沁山“肠3月eMe“T .K一TeoP““] 群K(X，A)中的一个元素(这里(X，A)为一对空间，X通常假设为一有限胞腔空间(沈U川ar sPace)，A为X的胞腔子空间)，由一个三元组(古，叮，卯构造出来，其中心与泞是X上的同维数向量丛，乙:引，~川，为向量丛同构(这里司，是指x上的向量丛口限制在子空间A上的部分).差异元素的构成可按下述方式进行.先假定叮为平凡丛而且冲在X上已给定了一个平凡化.于是心给出了引，的一个平凡化，从而给出了群K(X/A)”K(X，A)的一个元素.这个元素与叮在整个X上平凡化的选择无关.对于一般情形，选择X上的向量丛。使得丛叮①‘为平凡的，并令三元素(亡，扮，幼对应于三元组(亡OJ，叮田口，乙田id『)所给出的元素.幻，E.P扣。撰
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