consolidation settlement 中文意思是什麼
consolidation settlement
解釋
地基應力和變形固結沉降- 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。
- settlement : n 1 解決。2 決定。3 鎮定；安定。4 固定；定著。5 澄清；沉澱；沉澱物；沉積物；【地質學；地理學】沉...
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Study on heaped pre - compaction settlement consolidation of f1 international autodrome in shanghai city
1國際賽車場堆載預壓沉降固結的研究 -
Consolidation settlement occurs mainly in clays or silts.
壓縮沉降主要出現在粘土或粉沙中。 -
Since the soil structure characteristic is an intrinsic determinative factor of soft clay engineering property, it is necessary that experiment and theory research on the soft clay structure characteristic be carried on in order to explain the consolidation settlement property of the soft clay ground
土的結構性是決定軟土工程特性的一個內在因素，開展軟土結構性方面的試驗和理論研究對進一步弄清軟土地基的固結沉降特性是非常重要的。 -
The curves of the consolidation settlement in soft clay base of flood land are gained, which compare the effect of sand drain. the settlement - time curves in different period are also gained, which increase the height of embankment to 8m, based on the test data of hang - yong highway. furthermore, the consolidation settlement characters of these entity engineering are analyzed, and, the variation rules of the rate of grade and degree of the curves in different period in the whole section, the maximal settlement and the liner regression relations between the rate of grade and degree are calculated
本文利用大變形固結有限元分析程序（ lscfea ）中的小變形平面固結分析單元（ sse2 ） ，結合實體工程項目進行了地基固結沉降的有限元計算，分別得出河灘相軟土地基在考慮砂井和未考慮砂井作用下的固結沉降曲線及杭甬高速公路試驗段在高堆載情況下的固結沉降曲線；並對以上曲線特徵進行了分析，得出各時間段曲線斜率、角度在整個斷面的變化規律，以及沉降最大值與斜率、角度變化之間的線性回歸關系。 -
Integral equations for solving the consolidation settlement of an elastic circular plate resting on a poroelastic half space
求解飽和半空間上彈性圓板固結沉降的積分方程 -
Study on primary consolidation of saturated soft clay under pre - loading drainage condition should be started with its drainage in nature, i. e., study the variation discipline of primary consolidation by its water content variation of soft clay through the pre - loading course, utilizing the basic property index of clay, then deduce the primary consolidation ration formula and get the theoretical calculation solution of primary consolidation ( settlement ), absolute primary consolidation, as well as absolute consolidation degree
摘要對飽水軟粘土的預壓排水主固結研究應從其排水的本質出發，即從軟土在預壓過程的含水量變化上研究主固結量的變化規律，利用土的基本性質指標導出主固結比基本公式及主固結量（沉降量） 、絕對主固結量、絕對固結度等理論計算方法。 -
Based on comparison of several technical schemes, the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted. so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing, including numerical analyses for the thickness of sand bedding, the consolidation, settlement and stability of foundation, drainage, possibility of foundation liquefaction under seismic loading, et al. ( 2 ) monitoring at construction stage and checking the effect of foundation treatment, including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank, pore pressures and horizontal displacements in foundation, the pressure distribution at the bottom of oil tank and the strength increase of soils
通過多種技術方案比較，最終選擇了技術先進的砂墊層預抬高分級充水預壓法，論文工作主要由以下兩部分組成： （ 1 ）砂墊層預抬高分級充水預壓法的適用性研究，其中包括砂墊層厚度、地基沉降與固結度、地基穩定性、降水、地震作用下砂土液化的可能性等方面的計算分析； （ 2 ）施工監測與地基處理效果檢驗，其中包括油罐環梁基礎沉降速率與不均勻沉降程度、各分級充水加載階段地基超靜孔壓與深層水平位移、油罐底板壓力分佈及地基土強度增長等方面的實測與數據分析。 -
Based on the study idea of the former pile else, this paper has conducted and discussed the mechanism of consolidation, settlement calculation and optimization design of the pcc pile according to the test in situ results and reasoning. it includes the followings in detail : ( 1 ) compared with the precast tube concrete pile and tube sinking concrete pile, the merits and shortages, construction machine, construction technology of the pcc pile and pcc pile composite foundation are introduced in detail to make the pcc pile be known completely by engineers
本文在借鑒其他樁型的研究的基礎上，通過現場試驗研究和理論推導，對pcc樁處理軟基加固機理、沉降計算和優化設計等進行了較為深入的研究和探討，具體包含以下幾方面的內容： （ 1 ）在與預制管樁和沉管灌注樁等樁型比較的基礎上，對pcc樁的優缺點、施工機具設備、施工工藝、技術作用機理以及pcc樁復合地基技術特點等進行了述評。 -
The reliability of secant modulus method is validated in which final consolidation settlement is computed. the experience formula of coefficient of permeability ( k, 0 ) and pore ratio ( e ) is presented and the experience expression of coefficient of permeability ( k10 ) and strain ( ) is offered too. lt is important to modity the acquiring method of coefficient of consolidation, because the method embodies that strain and pressure of consolidation effect on coefficient of consolidation
本文首先驗證了用割線模量法計算軟土地基最終固結沉降的可靠性；其次得到了滲透參數k _ （ 10 ）和孔隙比e的經驗關系，並且更進一步給出了滲透系數k _ （ 10 ）和應變之間的經驗公式，更重要的是對求取固結系數的方法給予了改進，該方法反映了固結系數隨應變和應固結壓力的變化規律。 -
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。 -
In this dissertation, on the basis of the existing work, the consolidation settlement and the stability of the structural soft clay ground have been studied with the methods, such as the structure characteristic experiment of soft clay, modeling and theory analysis
在總結前人研究成果的基礎上，本文通過軟土的結構性試驗、模型建立和理論分析等方法對結構性軟土地基的固結沉降特性及穩定性進行了研究。 -
According to the module of the consolidation settlement curves and their characteristic relations, we design the simulation system of the large test platform, this paper introduce the whole design thought of the test platform, and emphasis on the analysis design of the critical segment in the design procedure
根據以上得出的固結沉降曲線形式及其特徵關系，進行了大型沉降模擬試驗系統的研製工作。本文主要闡述了試驗系統的總體研製思路，重點討論了研製過程中關鍵壞節的技術設計，並對整體試驗系統的沉降模擬適應性進行了理論分析，確定了研製方案的可行性。 -
With the established dynamic pore pressure model, the calculated results of total stress method and effective stress method are compared. consolidation settlement induced by dispersion of residual pore pressure is calculated, and the effect of pore pressure on pavement settlement is discussed
採用本文建立的軟土地基動孔壓模型，對比分析了不排水有效應力法和總應力法計算結果，計算了殘余孔隙水壓力消散所產生的固結沉降，探討了孔壓對道路變形的影響。 -
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。 -
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。 -
In this paper, terzaghi " s single one dimensional consolidation theory is reformed and make it use widely. a mathematical model is founded which embodies that load deformation and time effect on final consolidation settlement. the mathematical model is used in the simulation of the course of consolidation settlement and a program is edited. the program presents the regularity ofload time and consolidation settlement
對太沙基單向固結理論進行了修正，使其理論應用更加廣泛；提出了能夠反映荷載、變形和時間三者對固結沉降相互影響的數學模型；並且應用該模型對公路軟土地基固結沉降過程進行了模擬分析，編制了相應的程序；計算得到了固結沉降隨荷載和時間的變化規律。 -
Three - dimensional consolidation settlement
三向變形條件下的固結沉降 -
The settlement of soft soil includes main consolidation settlement and minor consolidation settlement
軟土沉降包括主固結沉降和次固結沉降，主次固結同時發生。 -
On the basis of layered method, a method to calculate the consolidation settlement of vacuum preloading was deduced
在分層總和法思想基礎上，提出了真空預壓加固地基固結沉降計算方法。
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