theory of consolidation中文是什么意思

• 固结固结理论
• 固结原理

• theory    n. 1.理论，学理，原理。 2.学说，论说 (opp. ...
• consolidation    n. 1.巩固，强化，加强；凝固；固结，压实，渗压。 2 ...
• consolidation theory    固化理论; 固结理论; 固结原理; 凝固论
• barraon’s consolidation theory    巴隆固结理论
• barron s consolidation theory    固结巴隆固结理论
• biot s consolidation theory    固结比奥固结理论
• biots consolidation theory    比奥特固结理论
• terzaghi consolidation theory    德泽基压密理论
• terzaghi s consolidation theory    固结太沙基固结理论; 太沙基固结理论
• terzzaghi’s consolidation theory    太沙基固结理论
• consolidation    n. 1.巩固，强化，加强；凝固；固结，压实，渗压。 2.【经济学】统一，合并，调整(期)。 3.【医学】变实，愈合；【植物；植物学】着生。 Party consolidation整党。 training and consolidation整训。
• absorptive consolidation    吸收合并
• accelerated consolidation    加速固结; 加速密压
• amalgamated consolidation    联合组建, 合并设置
• anisotropic consolidation    各向不等压固结；各向异性固结; 异向性压密
• artificial consolidation    人工地基密实
• backfill consolidation    复土压实
• basis of consolidation    帐项综合算法
• blasting consolidation    爆破加固
• cargo consolidation    货物集中; 货物统筹; 集中货物
• caseous consolidation    干酷样实变
• chemical consolidation    化学固结作用
• co-consolidation    共熔化
• coeffcient of consolidation    固结系数
• coefficient of consolidation    固结固结系数; 渗压系数; 土的物理性质压密系数; 压实系数

• The thesis investigates the mechanisms and the magnitude of the settlement and the rate of consolidation are obtained by using the biot ' s theory of consolidation in such kind of combined composite foundation
  本文分析了组合型复合地基的加固机理，并用biot理论对组合型复合地基的承载力、沉降量及沉降速率进行了计算，并将它和碎石桩、 cfg桩进行了比较。
• However , although soft calyey soil stratum is actually layered with non - linear and rheological propertis , no theory of consolidation is available so far that can take consideration of all these basic properties of soft soils but only one or two of them
  然而，虽然非线性、流变、成层性是实际软粘土的最基本特性，现有的各种固结理论仍不能将之同时考虑，而仅能考虑其一或其二。
• Using the biot ' s theory of consolidation , a nonlinear seepage - deformation coupled fem program is adopted which is used to calculate the stresses , settlement and drainage - consolidation of a foundation which can be simplified as a plane or axial symmetry problem
  本文根据biot固结理论，采用了可以考虑渗流与变形耦合的非线性有限元程序，可以对地基的应力、应变和排水固结问题（包括平面和轴对称问题）进行非线性计算。
• In addition , based on the biot theory of consolidation and considered the influence of seepage on deep foundation pit excavation , the mathematics model is established , which is applied to the coupling of seepage and stress and considers the free surface of seepage . it is understood that the influence on the stability of foundation pit by groundwater seepage formed during deep foundation pit excavation
  考虑到渗流对基坑开挖的影响，在biot固结理论的基础上对基坑开挖进行了渗流场与应力场耦合分析，建立了耦合计算模型，由此分析在深基坑开挖过程中，由降水形成的地下水渗流对基坑开挖稳定性的影响。