水固結 的英文怎麼說
中文拼音 [shuǐgùjiē]
水固結
英文
hydro consolidation-
Soft soil ground treatment for tank by dewatering concretion
運用排水固結法處理大型油罐軟土地基Analysis of tunnel in different permeate water pressure shows that the concretive rock surrounded the reinforced concrete liner has a great contribution the permeate water pressure. thus, the surrounding rock, together with the concrete liner, should be considered in safety evaluation of the tunnel
通過對外水壓力變化情況下的不同分析，表明鋼筋混凝土襯砌和固結圍巖的聯合作用明顯，安全評估時應考慮襯砌和圍巖的聯合受力作用。Based on the equal strain consolidation model of sand drain, and neglecting the well resistance and the vertical drainage consolidation, a layered model for the nonlinear consolidation of sand drain, which accounts for the geostatic pressure varying along depth and the relationship between the average viod ratio and the logarithm of average effective stress, is presented
摘要基於砂井等應變固結模型，考慮初始有效應力沿深度變化，忽略井阻和豎向排水固結的影響，應用平均孔隙比與平均有效應力的對數關系，建立砂井非線性徑向排水固結的分層計算模型，並求得常荷載作用下的徑向排水固結解析解。Through analyzing the requirement of sea reclamation project, this paper expatiates about the application of vacuum preloading drainage consolidation method in large - scale sea reclamation project
摘要從填海造陸工程的要求出發，闡述真空預壓排水固結法在大型填海造陸工程中的應用。Because of the advantages of prefabricated plastic drains over other vertical drains, this technology is widely used in recent soft clay foundation improvement in our country and it has been a main method in drainage consolidation methods
由於塑料排水板與其它排水體相比具有諸多優點，近幾年來在國內軟粘土地基處理中被廣泛使用，塑料板排水法成為排水固結法中最主要的方法。In the construction of the underground pavement - wuhan qingnian road ( the west beihu road ), the well - precipitation is adopted to evaculate the penetrating water in the pavement field and the up level stagnation water, which consolidates the ground and 1ars a working condition without water
摘要武漢市青年路（北湖西路）地下人行地道工程施工中，為了疏干通道土層范圍內的潛水及上層滯水，固結地層為施工創造無水作業環境，採用了洞外井點降水。According with the characteristics of pore water seepage and soil deformation, the 1 - d rebound anti - consolidation model is set up. then the anti - consolidation differential coefficient equation is deduced and the corresponding a nalytical solution is obtained. in succession using the above theory, the influence to effective stress area ratio of some factors, such as preloading time, surcharge ' s magnitude and the depth of vertical drain
針對卸載后淺部地基孔隙水滲流和土體變形特性，建立了軟土地基一維回彈吸水固結模型，推導了吸水固結微分方程，並求出了方程的解，同時，給出了回彈變形計算公式。Firstly, gravel piles in soil were laid for compacting and consolidating soil, then gravel composite foundation was treated with dynamic compaction in order to form three - level soil that is gravel composite soil and high replacement ratio composite foundation and dense composite foundation
該法先在填土層中設置好碎石樁體，利用擠密和排水固結的作用使其得到初步加固，然後對荷載影響深度范圍內的復合土體進行低能強夯處理，迫使樁體碎石沿徑向擴散，形成上部為密實的碎石二合土層、中部為擴徑后高置換率復合地基、下部為整體夯密復合地基的三層結構。Abstract : based on laboratory test results, a model for predicting the residual deformation of soft clay under impact loading is proposed in this paper, which fits well with other test results. this model, considering several factors which affect the residual deformation such as confining pressure, impact energy and the number of impacting, can be used for the deformation prediction in the treatment of saturated soft clay by the drainage consolidation method of combining static and dynamic loading
文摘:在試驗基礎上建議了一個預測沖擊荷載作用下飽和軟粘土殘余變形的計算模式，該模式考慮了周圍壓力、沖擊能大小、沖擊次數和沖擊遍數等幾個因素.對計算模式的驗證表明，預測值與實測值吻合較好.該模型可用於動靜結合排水固結法處理軟基時的變形計算The achievement of this paper verifies that after - treatment technology with such pile has the functions of drainage solidification, cementing, vertical strengthen and change, which applies a new way to dealing with soft ground in freeway and other hostile foundation especially with bridge foot protection and flop at bridgehead
本文研究證明，無砂混凝土小樁后處理技術具有排水固結、膠結、豎向增強、置換等綜合作用，為高速公路軟基及其它不良地基特別是橋梁基礎加固以及橋頭跳車處理等提供了一條新的途徑。From the point of view of the practice, there are some concerned problems as for the embankment improved with prefabricated band drains ( pvds ), such as the forecaste of the height & width from the influence of deformation and etc. in this paper, associated with the test embankment of ningbo ( nb ) expressway, these problems are analyzed by finite element method ( fem )
本文通過考察運用豎井地基排水固結法進行插塑板處理高速公路試驗段的變形情況，結合有限元計算，從筆者所關心的部分問題及視角去考察分析，整理出了一些規律及結論，並用於由地基變形引起的高度及寬度問題的計算預測及施工控制。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
試驗共分5組，每組有四個試樣，試樣對應的試驗條件分別是固結排水、固結不排水壓縮試驗，固結的情況又分為各相同性固結和一維固結。In view of geological and hydro - geological situations of the south anchor runyang yangtze river highway bridge, the paper bring forward mathematical model and calculation method of double deck structure groundwater, which can be used to lively calculate every layer ' s water table, so that we can realize every layer ' s settlement calculation and control ; establish the inter relationship between non - linear physical - mechanics parameter and hydro - geological parameter, objectively describe the non - linear change process of the porosity, hydraulic conductivity, specific storativity in the process of soil dewater and concretion
針對潤揚長江公路大橋南錨場地地質、水文地質條件提出了雙層結構地下水運動的數學模型和計算方法，該方法可以實時計算出各分層的地下水位，實現了各分層沉降計算與控制研究；建立了土層非線性物理力學參數與水文地質參數之間的內在聯系，客觀地描述土層降水? ?固結過程中孔隙度、滲透系數和貯水率等參數非線性變化過程。The algorithmic difference compared with the traditional one is that this arithmetic is independent of pre - load ( consolidation stress ) and can calculate the primary consolidation effect and assess the unloading feasibility straightforwardly
與傳統的演算法不一樣的地方是這些演算法與預壓荷載（即固結應力）無關系，直接計算出主固結的效果及評價預壓排水固結地基處理卸載的可行性。For soft soils with high liquid limit, ordinary methods of consolidation of soil by dewatering have proved to be hardly effective and now the problem can be solved by using vibro - replacement crushed stone columns to form a composite foundation
對于高液限的軟粘土地基，常規的排水固結方法很難得到預期的效果，採用振沖碎石樁法，形成復合地基，可以較好地解決高液限軟土地基的加固問題。During long - time storm, the excess pore pressures will be built up, then dissipated and re - distributed simultaneously due to partial drainage. then it is possible the developments of excess pore pressures cause the liquefiable sandy seabed be liquefied
在長時間的風暴作用過程中，土中超靜孔壓不斷累積，同時也會由於部分排水固結發生消散與擴散，超靜孔壓的累積發展可能導致砂質海床發生液化。Analysis on mechanism of drain and consolidation of marine soft soil
海積軟土排水固結機理分析Study on pore water pressure and deformation of soft clay compacted with dynamic consolidation by drainage
動力排水固結法處理軟土地基孔壓和變形問題研究Increment and dissipation of pore water pressure in dynamic drainage consolidation
動力排水固結中孔隙水壓力增長和消散規律Through a comparison between several treatment methods such as drainage consolidation, powder spraying, pressure mud pumping, gyratory spray pumping etc, the result shows that under suitable condition the application of gyratory spray pumping has some advantages such as short construction period, high ground base bearing force after treatment and less compressibility. it can guarantee structures to be built in due time and safety after completion. those results show that gyrayory spray pumping technology has good practicality inengineering
通過對排水固結法、粉噴法、壓力注漿法、旋噴注漿法等幾種應用處理方法的效果對比，表明旋噴注漿法處理地基在適宜的條件下應用，具有工期短、處理后地基承載力較高、壓縮性較小的優點，能保證構造物按期施工及其建成后的安全使用，只有較高的實際應用價值。分享友人