1) load-settlement relationship
荷载沉降关系
1.
Variational analysis of load-settlement relationship of vertically loaded barrette groups;
壁板桩群桩竖直荷载沉降关系的变分法分析
2) load-settlement relation
荷载-沉降关系
1.
Considering the influence of load among columns and deadweight of column and soil surrounding pile,the load-settlement relation was established.
针对散体材料桩与桩周土相互作用的特点,基于弹性理论及计算假定,利用应力函数法对复合地基中散体材料桩桩身的应力状态进行了分析,推导出了考虑桩间土荷载及桩、土自重影响的散体材料桩的荷载-沉降关系式;利用该方法对某工程实例进行了计算分析,结果表明,基于本文方法获得的散体材料桩的荷载-沉降关系与实测结果吻合较好。
3) pile load-settlement curve
桩顶荷载-沉降关系
1.
In this paper, the three parameters load transfer function of pile skin and bottom is recommended, and the iterative arithmetic to compute pile load-settlement curve is given.
介绍了桩身和桩端的三参数荷载传递函数模型,推导了桩顶荷载-沉降关系P-S曲线的迭代算法,讨论了荷载传递函数模型中各参数对桩顶荷载-沉降关系曲线的影响;采用该文所推导的桩顶荷载-沉降关系P-S曲线的迭代算法,计算了南京两个实际工程中的两根大直径桩的桩顶荷载-沉降关系曲线,计算的曲线与静载试验得到的曲线吻合很好。
4) load-sedimentation
荷载-沉降
1.
On the basis of load transferring function method and interaction of pile and soil,proper hyperbola model was established to reflect the load transferring condition of pile-body and pile-end,and the load-sedimentation analytical solution under the condition of single layer foundation was deduced,and then was applied to the multi-layer foundation.
以荷载传递函数法为基础,考虑桩土共同作用,建立了合适的双曲线模型来反映桩侧和桩端的荷载传递情况,推导了单层地基条件下的荷载-沉降解析解,进而将其应用于成层地基。
5) water loads subsidence
水载荷沉降
1.
This paper puts forward a concept of water loads subsidence, deduces a calculation formula of water loads subsidence, quantitatively analyzes the contribution of water loads to basin subsidence.
文章提出了水载荷沉降的概念 ,推导出了水载荷沉降的计算公式 ,定量地分析了水载荷对盆地沉降的贡献 ,并在充分考虑沉积物载荷、水载荷、海平面变化、古水深等的情况下 ,对Steckler和Watts构造沉降量计算公式作了修正。
6) sediment loads subsidence
沉积物载荷沉降
补充资料：经济关系(见生产关系)
经济关系(见生产关系)
economical relation
1 ingji gU口nxj经济关系(eeonomieal relation)系。见生产关
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参考词条