1) preconsolidation deformation
先期固结变形
1.
A method to exclude preconsolidation deformation in finite element calculation of soil engineering;
土工有限元计算中如何剔除先期固结变形
2) preconsolidated soil
先期固结土
3) consolidation deformation
固结变形
1.
Calculation of consolidation deformation of saturated stratum under dynamic compaction loading;
强夯荷载作用瞬间饱和土层固结变形计算
2.
Application of triaxial digital image processing technique to consolidation deformation of unsaturated remolded loess
基于图像测量技术的非饱和黄土固结变形试验研究
3.
The relevant experiment parameters to one-dimension consolidation deformation are analyzed systematically.
通过对原状土样及重塑土样的一维固结及渗透试验分析,对一维固结变形理论中的有关试验参数进了系统试验分析。
4) consolidation
[英][kən,sɔli'deiʃən] [美][kən,sɑlə'deʃən]
固结变形
1.
A calculating method of soil consolidation is put forward, based on constitutive relation of rheology.
该文在给出反映土体固结流变性的本构方程基础上 ,提出一种高速公路软基土体固结变形的数值计算方法。
2.
Based on analyzing mechanical behaviour and microstructure of marine soft soils under one dimensional consolidation-creep tests, a new mode of structure evolution under loading of marine soft soil is suggested.
基于海积软土一维固结蠕变的宏观力学性状与微观结构定量分析相结合的方法 ,提出了软土在外荷作用下微观结构的演变模式 ,由此建议了一个含结构参数的固结变形本构关系。
3.
In order to avoid these results,red clay deformation characteristics were studied in 3 aspects,such as stress-strain relation,consolidation deformation and swe.
武广客运专线武汉至韶关段分布有长达100 km的红黏土路段,红黏土的变形特性可能对路基变形和边坡稳定产生不良影响,为避免施工后的路基边坡失稳和不均匀沉降等灾害,对红黏土的变形特性,从红黏土的应力-应变关系、固结变形和胀缩变形3个方面进行研究,提出控制红黏土的变形措施及改善其工程特性的方法。
5) preconsolidation pressure
先期固结压力
1.
On preconsolidation pressure of clays from piezocone tests;
基于CPTU测试的先期固结压力确定方法试验研究
2.
Mathematical model method of determining preconsolidation pressure;
确定先期固结压力的数学模型法
3.
Development and summary of the calculation method of preconsolidation pressure;
求取先期固结压力方法的发展与综述
6) pre-consolidation pressure
先期固结压力
1.
The distribution pattern of pre-consolidation pressure for each shallow soil in Tianjin Coastal Area was studied by high-pressure consolidated instrument,and the property of engineering geology of each soil layer was shown.
从土层所受上覆荷载反映的应力历史及由非荷载因素反映的环境变迁的角度,分析了先期固结压力产生的原因,指出在试验过程中测定先期固结压力P_c的影响因素,利用高压固结仪研究了天津滨海地区浅层地基土各土层先期固结压力的分布特征,揭示了各土层的工程地质性质,为滨海地区地面沉降和工程设计提供了依据。
2.
Based on Casagrande method,using polynomial to fit pre-consolidation pressure curve and the fitted mathematical model of the curve is confirmed after analyzed and compared.
基于卡萨格兰德法,分析并确定土体先期固结压力曲线的拟合数学模型,根据先期固结压力的数值计算原理,应用Matlab软件可实现其数值求解,实例表明,Matlab软件在土工试验数据处理上有很好的应用价值。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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