secondary consolidation 中文意思是什麼
secondary consolidation
解釋
次密- secondary : adj 1 第二（位）的，第二次的；中級的 （opp primary）。2 副（的）；從屬的；附屬的；輔助的；補充的...
- consolidation : n. 1. 鞏固，強化，加強；凝固；固結，壓實，滲壓。2. 【經濟學】統一，合併，調整（期）。3. 【醫學】變實，愈合；【植物；植物學】著生。
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This coupling action between the rheology of soil and the dissipation of excess pore pressure demonstrates that it is not reasonable to factitiously divide the process of consolidation into two independent ones, i. e. primary consolidation and secondary consolidation
這種耦合作用說明了把固結過程人為地劃分成主固結和次固結兩個相對獨立的過程是欠合理的。 -
The results were as follows : for the over - consolidated soils, coefficient of the secondary consolidation increased with load ; for normal - consolidated soils, it decreased with load
結果表明：對超固結土，次壓縮系數隨荷載增大而增大；對正常固結土，次壓縮系數隨荷載增大而減小。 -
Through analysis for the micro - structure of the peat, properties and characteristics of peat were studied, which include water content, strength consolidation and secondary consolidation properties
摘要從泥炭的微觀結構分析入手，研究了泥炭的性質及特點，包括含水性質、強度性質、固結及次固結性質。 -
Authors adopted an average secondary consolidation coefficient in settlement calculation of peal foundation in order to make results more reliable
為了使沉降計算更可靠，建議泥炭地基的沉降計算採用平均次固結系數。 -
It was shown that there were many factors impacting on the creep characteristics of soils, such as the initial degree of consolidation, drainage condition, load ratios and so on ; and the relationship between coefficient of secondary consolidation and consolidation pressure depended on preconsoildation pressure and load ratios in the test
結果表明：軟土的蠕變特性與多種因素有關，包括土體的初始固結度、土層排水條件、加荷比等：次固結系數與固結壓力的關系取決于土體的先期固結壓力和試驗中的加荷比。 -
Based on the results, the computation method for deformation of the secondary consolidation reflecting the influence of consolidation pressure was developed
在此基礎上提出了正常固結土次固結沉降量隨固結壓力變化的計算方法。 -
The relationship between the secondary consolidation deformation and load were discussed and the characteristics of the secondary consolidation of normally consolidated soils were emphansized in discussion, and some rules were concluded and analyzed
本文對次固結變形與荷載的關系進行了較詳細的探討，並著重研究了正常固結土的次固結特性，且對其規律進行了總結和分析。 -
On the basis of the previous achievements and the settlement observed data, considering the obvious creep characteristic, visco - elastic - plastic creep model, which reflects the saturated soft clay ' s nonlinear deformation characteristic, has been proposed in this paper, with the consideration of the primary and secondary consolidation settlement. the soft clay visco - elastic and visco - plastic deformation is also depicted respectively
針對具有明顯流變特性的飽和軟粘土，在總結前人研究成果和整理沉降實測資料的基礎上，把主次固結沉降結合起來考慮，提出了反映其非線性變形特性的粘彈塑性流變模型，分別對土體的粘彈塑性變形進行描述。 -
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
基於本文新建模型，分析論述土結構性、表觀前期固結壓力、再壓縮系數、次固結系數、荷載增量大小、滲透系數、加荷速率、固結層厚度、自重應力隨深度變化和土體成層性等對土固結的影響，比較本文模型與yin & graham模型的異同，闡述土結構性和流變性對軟土固結壓縮行為的影響。 -
There is certain relation between the secondary consolidation coefficient and the secondary primary settlement ratio, that is, when the secondary primary settlement ratio is less than 1, variation of secondary consolidation coefficient is very small, which even can be neglected ; with the increase of the secondary primary settlement ratio, variation of secondary consolidation coefficient increases at the same time
次固結系數與土的次主沉降比有一定關系，對于次主沉降比小於1的土，次固結系數變化很小，可以忽略不計；隨著次主沉降比的增大，次固結系數的變化也增大。 -
Coefficient of secondary consolidation
次固結系數 -
Secondary consolidation settlement
次固結沉降 -
It can eliminate the majority of primary consolidation settlement and parts of secondary consolidation settlement
它可以消除軟土地基大部分的固結沉降和次固結沉降。 -
The conventional method of computing the secondary consolidation of soft soils docs not reflect the influence of load
摘要現有計算軟土次固結變形的常用方法是不考慮荷載對其影響的。 -
Based on it, the concept and calculation formula of secondary primary settlement ratio were put forward, which can determine the ratio of secondary consolidation settlement and primary consolidation settlement
提出了「次主沉降比」的概念和計算式，採用次主沉降比來確定次固結沉降與主固結沉降的比例。 -
Because the high pore - water ratio, lower strength, high compression all are the characteristics for the soft foundation. therefore, per - loading technique is usually adopted to get rid of most deformation due to primary and secondary consolidation before construction. even so, the foundation settlement after construction will exist for a long period
軟粘土路基在外荷載作用下，其沉降一般是比較大，通常在建造前一般會進行較長時間的堆載預壓，以消除大部分固結沉降和次固結沉降，盡管如此，路面的工后沉降仍然會在很長時間內繼續存在。
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