1) moisture boost deformation
增温变形
1.
This paper discusses the changing laws of moisture boost deformation of the compressed soil with different moisture content and pressure through the moisture boost deformation experiment on the compressed soil.
通过对压实土的增温变形试验，探讨在不同含水量及上覆压力作用下，压实土的增湿变形的变化规律。
2) constructive metamorphism
增温变质
3) moistening deformation
增湿变形
1.
A practical method for moistening deformation of loess foundation;
黄土地基增湿变形的实用算法
2.
Taking collapsible!loess from Longxi region of Gansu Province as research object,the numerical model of loess moistening deformation was established,which considered the coupling of permeation and deformation.
以甘肃陇西自重湿陷性黄土作为研究对象,基于黄土湿陷过程中变形与渗流耦合的思想,建立了黄土增湿变形的数值模型。
3.
The mechanism of moistening deformation is analyzed using characteristics of the structural parameter change.
在不同含水量下对西安、兰州原状黄土进行压缩试验,根据同一压力下原状黄土与重塑饱和黄土的孔隙比定义一个定量结构性参数mP,探讨黄土的结构性参数随压力及增湿含水量w变化的特性,用结构性变化特性分析原状黄土增湿变形特性机制。
4) deformation of increasing dampness
增湿变形
1.
Understanding and reflecting the properties of deformation of increasing dampness correctly will has important values of theoretical guidance and practical application for engineering construction in loess district.
能够正确认识和反映黄土增湿变形的特征，将对于湿陷性黄土地区的工程建设具有重要的理论指导和实际应用价值。
5) incremental deformation
增量变形
6) thermal deformation
温度变形
1.
It is very important to study the thermal deformation occurring in mass concrete and its super-long structures,the cause of which must be made clear before studying the thermal performance of concrete.
混凝土结构温度变形性能在大体积混凝土及超长结构中非常重要,研究混凝土材料的温度变形性能有必要清楚其温度变形产生的本质。
2.
The main factors, such as limiting extended value, elastic module and thermal deformation of the influence on crack resistance of mass concrete have been analyzed in this paper.
对影响大体积混凝土抗裂性的极限拉伸值、抗拉弹性模量、温度变形等几个主要因素进行了分析,得出大体积混凝土抗裂性指标,并将其应用于评价大体积混凝土抗裂性,结果与实际工程相符,可靠有效。
3.
The main factors,including lim it ing extended value,elastic module and thermal deformation,which influenc on cr ack re sistance of mass concrete have been analyzed in this paper.
本文对影响大体积混凝土抗裂性的极限拉伸值、抗拉弹性模量、温度变形等几个主要因素进行了分析,得出大体积混凝土抗裂性指标,并将其应用于评价大体积混凝土抗裂性,结果与实际工程相符,可靠有效。
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