foundation settlement 中文意思是什麼
foundation settlement
解釋
地基沉陷- foundation : n 1 建設，創設，創立。2 基礎，根本；根據；地基，地腳。3 基金；捐款；用捐款創辦的事業；慈善機關；...
- 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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The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist
我國現行規范gbj7 - 89將這兩者分開考慮，其計算地基承載力設計值的公式是根據彈性地基中應力分佈及土的極限平衡狀態理論為依據而得出的，求地基的沉降變形時則視土體為彈性，這些理論對地基及土的假設與淺基礎地基的實際工作狀態及天然土體的非線性、彈塑性存在一定的偏差。 -
The methods for predicting foundation settlement in existence are always limited by the simplified presumptive conditions, which as a result causes the inconsistence between the calculated and the observed value
現有地基沉降預測方法受其假設條件與實際存在較大不符的限制，所得沉降預測結果往往與實測沉降值之間存在較大差異。 -
Research on reliability of the composite pile foundation settlement calculation
復合樁基沉降計算的可靠度研究 -
It is necessary to make more profound research in the field of settlement prediction. in this dissertation, on base of the existing work, the three - point method which is the mostly used method in the settlement prediction has been studied thoroughly firstly, which indicated and discussed the deficiency of the three - point method, and as a result an improved three - point method was put out ; secondly, by analyzing the characteristics of the process of the foundation settlement we put forward the model for predicting foundation settlement based on " law of massaction ". the predictive result was ideal as we applied it to the 3. rd coalfield project of wenzhou power plant and project of wenzhou peninsula, which shows that the model deserve use in much more projects
本文在對國內外關于地基沉降預測理論的研究進行綜述的基礎上，首先對工程中常用的三點法進行了細致深入的研究，指出以工程實測數據證明的現有三點法在應用時存在的不足，針對該不足進行了探討，並在此分析基礎上提出了預測結果更為理想的改進三點法；其次區別傳統沉降預測方法的研究途徑，本文從沉降過程的發展特徵出發，根據描述物化反應過程發展特徵的質量作用定律原理，探討了一種新的地基沉降預測方法：地基沉降預測的「質量作用定律」模型；本文還以溫州三期煤場工程及溫州淺灘圍塗促淤工程為背景，對上述改進三點法、地基沉降預測的「質量作用定律」模型的工程應用與傳統的預測方法進行了比較，認為這些方法是可行的，並得出一些有用結論。 -
Various previous methods after the loading is constant are summarized and classified into two categories : semi - math methods and pure - math methods, the common and difference among these methods is discussed. then, by analyzing the characteristics of the process of the foundation settlement, the model for predicting foundation settlement based on " law of massaction " is put forward. this paper relies on the research of the section of the soft foundation of the shen zhen bay
本文總結了以往荷載穩定后的沉降預測方法，將其劃分為半數學方法與純數學方法，尋找各預測方法相互之間的聯系;其次區別于傳統沉降預測方法的研究途徑，從沉降過程的發展特徵出發，根據描述物理化學反應過程發展特徵的質量作用定律原理，探討了地基沉降預測的「質量作用定律」模型。 -
Through analyzing the in - situ data such as total settlement, layered settlement and pore water pressure, the actual deformation behavior of soft foundation are mastered. after summarizing the methods of predicting settlement of soft foundation and bring forward a method to predict the post construction settlement of the surcharge preloading soft foundation. and the engineering application of the predicting foundation settlement based on “ law of massaction ” and the traditional predicting methods are compared, the results shows that the model is useable and it deserves more validation in more projects
本文以深圳灣軟基處理工程試驗區為背景，通過對淺層沉降、分層沉降、孔隙水壓力等資料的分析，掌握了軟基變形的實際性狀;在總結軟基路堤沉降預測方法的基礎上，探討了軟基超載預壓工后沉降預測的參數反演法;並對地基沉降預測的「質量作用定律」模型的工程應用與傳統的預測方法進行了對比，驗證這種方法是可行的，得出了一些有用的結論。 -
Analysis of the foundation settlement of shexian warehouse and reinforcement treatment
邯長線涉縣貨物倉庫地基沉陷分析與加固 -
Monitor and prediction of the foundation settlement of high - rise buildings
高層建築物變形監測與預測 -
Research on the calculation of raft foundation settlement deformation of the high building
高層建築筏形基礎沉降變形有限元計算 -
Practical design of soft foundation settlement forecast in expressway
高速公路軟基沉降預測實用設計與研究 -
One practical design method of soft foundation settlement forecast in expressway
高速公路軟基沉降預測實用設計方法 -
Application of unequal time interval multivariate gray modal to foundation settlement forecasting
模型在軟土路基沉降預測中的應用 -
In addition, the application of the date process in foundation settlement prediction is presented at the end of this paper
由此，文中最後探討基於實測數據處理方法應用於地基預測沉降方法。 -
Based on the numerical analysis, a settlement formula is suggested and pertinent adjustment coefficients are produced. composite foundation settlement can be computed from the pertinent natural foundation deformation and the adjustment coefficients
在進行復合地基沉降計算時，按通常方法計算路堤荷載下天然地基相應加固區和下臥層的壓縮量。 -
Calculation outcome is different based on different calculation method of composite foundation settlement
摘要復合地基的變形計算方法不同，計算結果不同。 -
Thanks to the composite foundation, two - thirds of natural foundation settlement is removed
現場測量結果表明，該復合地基的沉降量約為天然地基沉降量的1 3 。 -
And in this paper, the prediction method of the foundation settlement after construction is discussed. firstly, two - dimensional formulas of biot ' s consolidation fem base on nonlinear hyperbolic model and merchant ' s model are presented to calculate settlement of saturated soft clay ground
因而有必要對軟土路堤工程的工后沉降進行較為準確的預測，使得預測結果與實際結果更為接近準確以適時的提供日後維修解決工后沉降問題。 -
And in coordination with data obtained from an engineering test on site, the regularities of foundation settlement and the distribution properties of pile reaction, soil reaction and steel stress in raft, of the pile - ( thick ) raft tested are analyzed. in the same time, the calculating results with finite element method almost correspond with measured results
另外，通過對一超高層建築樁（厚）筏基礎進行原位實測，取得了比較完備的實測資料，分析了基礎沉降的特點和樁頂反力、樁間土反力和筏板鋼筋應力的分佈特點和規律，同時用有限元法進行了近似計算，與實測結果基本吻合。 -
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。 -
On the basis of comparison of different plan, calculation results of seepage of dam foundation and the calculation results of gate dam foundation settlement value and the integrated analysis of the calculation results of load supporting capacity, with additional reference to other project, the resolutions to the anti - seepage, anti - liquefaction and uneven sedimentation of foundation were put forward
基於基礎處理各種方案的比較、閘壩基礎滲流的i }算結果、閘壩基礎沉降量的i一1算結果以及承載能力計算結果的綜合分析，參考借鑒其它_二程的成果和計算分析成果，提出了綜合解決閘壩基礎防滲、抗液化和不均勻沉降等問題的處理方案，該方案在各種組合工況下主要建築物的穩定、應力均能滿足規程規范要求。
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