固结的的英文

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英文翻译
造句

consolidated
indurated
solidified

固结 concretion; consolidation; i ...
的 4次方是 The fourth power of 2 i ...
半固结的 semi-consolidated
非固结的 incoherent; unconsolidated
过度固结的 over consolidated; overconsolidated
水固结的 water-consolidated
未固结的 unconsolidated
不很固结的泥 less-than-consolidated mud
固结的集合体 consolidated aggregate
混凝土固结的 concrete bound
空气中固结的 air bond; airbond
密集而固结的 conglomerate
用灌浆方法固结的冲积层 grouted alluvium
用灌浆固结的冲积层 grouted alluvium
结的 nodular
未灌浆固结的后张预应力混凝土板 unbonded post-tensioned slab
用厚纸促进地基排水固结的工法 paper drain
固结 [地质学] concretion; consolidation; induration◇固结程度 degree of consolidation; 固结试验 consolidation; 固结土壤 consolidated soil; 固结性 concreteness; 固结作用 consolidation; solidification
固结次固结 secondary consolidation
固结固结 consolidation
固结固结度 degree of consolidation
固结主固结 primary consolidation
板结的 compact 2
缠结的 tangly
车结的 traffic-bound

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例句与用法

At the same time , the contrast program pri ( pile raft interaction ) , according to the interaction theory without soil consolidation , has been programmed too . the results of cpri agree with that of pri when time is long enough , which indicates that the method of pile - soil - raft interaction considering soil consolidation is correct
当考虑固结时间充分大时， cpri和pri两程序的计算结果吻合，从而验证了考虑土体固结的桩?土?承台共同作用理论的正确性，初步实现了考虑土体固结共同作用的全过程分析。
According to the traits of flm , semi - numeric and semi - analytic , the symbolic math toolbox of matlab is used to deduce the formula of flm . the deducing procedure shows that it is very convenient to get the analytic solution while facing the complicated geotechnical problem . based on the accomplished research , the following methods in this dissertation is adopted : biot consolidation finite layer method ( bcflm ) is used to analyze the pile - soil - raft interaction system which takes soil consolidation into account
本文假定筏板为刚性，以biot固结有限层方法( bcflm )计算桩?土、桩?桩、土?土之间的弹性相互作用，采用传递函数法模拟各桩的非线性工作性状，桩身采用一维杆单元模拟，同时根据静力平衡条件，确立了考虑土体固结的桩?土?承台共同作用分析方法。
Third , according to an example , the influence on soil displacement stress etc under harmonic vibration load induced by infiltration coefficient and loads frequency variation is studied numerically in dissertation . finally , the difference of layered saturated soils consolidation between rectangle and harmonic vibration loads is studied in this dissertation
再次，以数值方法研究了简谐荷载作用下成层饱和地基二维biot固结的一般规律，同时还研究了固结情况受渗透系数，频率等参数影响的规律。
In this paper , some aspects of vacuum preloading were studied as follows . vacuum consolidation test and load consolidation test were performed and compared for different kind of soil samples . after analyzing the results of tests , the four major mechanisms of vacuum consolidation were defined as : variation of capillary potential , drainage of sealed bubbles , vaporization and action of atmosphere pressure , in which , the action of atmosphere pressure is the most important factor
首先对不同土样进行了一系列室内真空固结和加载固结的对比试验，通过对试验结果的比较分析，明确了抽真空引起土样固结的原因，即抽真空作用会在四个方面对试样产生影响：毛细管势的改变、封闭气泡的排出、汽化现象及大气压的作用，而其中大气压的作用是最主要的。
Finally , based on the test results , effective stress principle for unsaturated soils is developed . numerical models for fissures network seepage and unsaturated fissured expansive soil consolidation are developed and finite element programs named usfem and ucfem are designed respectively
最后，在试验的基础上，发展了非饱和土的有效应力原理，建立了膨胀土边坡裂隙网络入渗的数学模型和非饱和裂隙膨胀土固结的数学模型，并编制了相应的有限元程序usfem和ucfem 。
The equipments employed to carry out the tests are a conventional triaxial cell and oedometer . the experimental program consists of five groups of different samples , of which each group has four samples . both consolidated drained and consolidated undrained triaxial compression tests , isotropic consolidation and 1 - d consolidation tests are performed
试验共分5组，每组有四个试样，试样对应的试验条件分别是固结排水、固结不排水压缩试验，固结的情况又分为各相同性固结和一维固结。
Raft is regarded as rigid body , the interaction of piles , soil and excess pore pressure is simulated by bcflm , and load transfer function is used to simulate the pile in non - liner working situation . according to these analytical methods , the corresponding numerical computing program , consolidation pile raft interaction ( cpri ) , with advanced language c + + is accomplished
本文根据考虑土体固结的桩?土?承台共同作用理论，使用c + +分别编制了考虑土体固结的共同作用数值模拟计算程序cpri ( consolidationpilesraftinteraction )和不考虑土体固结的共同作用计算程序pri ( pilesraftinteraction ) 。
Aimed at the practical performance of soft clay , the static equilibrium equations taking consideration of effect of mass change , with the introduction of soil configuration , soil convection formula and mass conservation theory in soil , are derived , which reveal the phenomenon of coupling of total stress and seepage in equilibrium equations . then , some advisable experimental means are explored to determine the effect of mass change during consolidation . objective stress and strain should be used in large strain analysis
针对软粘土大变形固结的实际性状，文中引入了土体构形的概念，土体传运公式和土体质量守恒定律，并由此导出了考虑变质量效应的大变形固结静力平衡方程，揭示了平衡方程中存在的总应力与渗流相互耦合的效应，并考虑了固液两相的可压缩性，进一步探索了测试变质量效应的试验方法。
Based on the new model , the influences caused by soil structure , apparent preconsolidation pressure , the re - compression index , the coefficient of secondary compression , the magnitude of loading , the coefficient of permeability , the rate of loading , the thickness of clay , the self - weight , the layered property etc , in the process consolidation of soil with structure , are analyzed in detail . the difference between the present model and yin & graham model was also given
基于本文新建模型，分析论述土结构性、表观前期固结压力、再压缩系数、次固结系数、荷载增量大小、渗透系数、加荷速率、固结层厚度、自重应力随深度变化和土体成层性等对土固结的影响，比较本文模型与yin & graham模型的异同，阐述土结构性和流变性对软土固结压缩行为的影响。
The self - weight of soil is an important factor affecting consolidation , and once it is taken into consideration , the consolidation becomes quicker and final settlement becomes larger . rheological property of soft soil contributes to delaying consolidation . the influences such as nonlinear variations of compressibility and permeability , rheological and layered properties of soil , self - weight and time - dependent loading are interacted each other and very complicated , and only they are all taken into consideration , can the consolidation behavior of soft soils be actually revealed
研究表明：大、小应变固结理论的差异随土压缩性或荷载的增大而越趋明显；土体自重是影响固结的一个重要因素，考虑自重要比不考虑自重固结快、最终沉降大；土的流变性增大将最终迟滞软土地基的固结；土的压缩性和渗透性的非线性变化、土的流变性、成层性、自重及变荷载等因素对固结的影响相互交织，错综复杂，在固结分析中对之综合加以考虑，才能真实反映软土的固结性状。