1) subjoining settlement
地基附加沉降
1.
Based on the principle of the groundsill subjoining stress, the paper presents the modeling system of the groundsill subjoining settlement analyais for the effect on existing buildings by new buildings.
为分析其影响 ,文章依据建筑地基基础附加应力机理 ,提出了含软弱土层的地基附加沉降分析的模型化原则和计算方法 ,工程实例的验证结果表明 ,本文方法简便可行。
2) additional settlement
附加沉降
1.
Preliminary discussion of additional settlement due to static driving pile using anchored piles;
锚杆静压桩施工产生的附加沉降问题初探
2.
Based on a great number of laboratory tests on soils and loading tests on cast-in-place piles in the loess region,the rules of the shear strength decreasing with the increasing of moisture content of the loess,the development and variation of skin resistance and the additional settlement deformation of piles with saturation of unsaturated loess were found.
通过黄土地区大量的室内取样试验、现场桩基荷载浸水试验资料的分析与研究,揭示了黄土在含水率递增过程中抗剪强度的变化规律、非饱和–饱和状态下桩侧摩阻力的发展变化以及桩端在砂层、卵石及黄土条件下的附加沉降变形,建立了黄土地区桩侧摩阻力和单桩承载力的经验公式,供岩土工程技术人员在实际工程中参考使用。
3.
Formula for calculating additional settlement is derived based on the features of soil deformation surrounding the piles when anchor rod static pressure piles are constructed and analyses on the causes of additional settlement occurred to the building.
本文根据锚杆静压桩沉桩时桩周土体的变形特性， 对建筑物产生附加沉降的原因进行了分析，推导出了附加沉降计算公式，并据此对一工程实例进行了计算与分析。
3) subsequent settlement
附加沉降
1.
Incorporated with test of horizontal displacement and subsequent settlement outside strengthening area in actual project that has been set stress release ditch,it is concluded that the influenced area of horizontal displacement and subsequent settlement extents to more than 27.
结合实际工程中设置应力释放沟情况下加固区外水平位移和附加沉降的测试,认为水平位移影响范围在加固区外27。
2.
Moreover,it is necessary to emphasize the subsequent settlement caused by construction of static bolt-pressing piles.
此外,对由锚杆静压桩施工引起的附加沉降应给以足够的重视。
4) Foundation settlement
地基沉降
1.
On unilateral layer wise summation method in foundation settlement calculation;
浅谈地基沉降的单向压缩分层总和法
2.
Application of FLAC finite difference to calculate foundation settlement;
FLAC有限差分在地基沉降计算中的应用
3.
Reliability analysis on foundation settlement based on Boussinesq s solution;
基于Boussinesq位移解的地基沉降可靠度分析
5) foundation subsidence
地基沉降
1.
It analyzes the cause of block structure crack in the wall, from foundation subsidence and temperature change.
从地基沉降、温度变化两方面分析了引起砌体结构中墙体裂缝的主要原因,介绍了各种裂缝的治理方法,以保证建筑物的美观,提高建筑结构的耐久性及安全性。
2.
Uncertain factors of foundation subsidence were put forward.
提出了地基沉降分析中的不确定因素,简述了地基沉降的直接概率分析法、随机有限元法。
3.
The reason is mainly in two sides:the roadbed and the foundation subsidence behind the abutment.
分析了温州地区桥头跳车的主要原因 :桥台后路基沉降及桥台后地基沉降 。
补充资料：备抵附加账户（provisionandadjunctaccounts）
依据调整账户的余额方向不同，用来抵减被调整账户余额，或者用来附加调整账余额，以求得被调整账户实际余额的账户。当调整账户的余额与被调整账户的余额方向一致时，该类账户起附加账户的作用，其调整方式与附加账户相同。如在材料按计划成本核算时，需设置“材料成本差异”账户，该账户就是“原材料”账户的备抵附加当实际成本大天计划成本时，“材料成本差异”账户是“原材料”账户的附加账户；当实际成本小于计划成本时，“材料成本差异”账户是“原材料”账户的备抵账户。两者的代数和即为原材料的实际金额。
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