consolidation of foundation 中文意思是什麼

consolidation of foundation 解釋
地基固結
  • 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。
  • of : OF ＝Old French 古法語。
  • 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；...
  1. This dissertation introduces the necessity, mechanism and developing of the vacuum - heaped load combining precompression in the consolidation of the soft highway foundation

    本文闡述了用真空堆載聯合預壓法加固軟土路基的必要性、機理和發展現狀。
  2. Construction techniques and quality control in consolidation of soft foundation using concrete mortar sprayed piles

    水泥粉噴樁加固軟土地基的施工工藝與質量控制
  3. This includes the consolidation principle, the scope of application, design method, construction technique, quality control and so on. secondly, how to select and estimate a scheme of foundation consolidation are also discussed. the technique characteristic of dynamic consolidation method and deep mixing method are analyzed in the paper

    本文首先對強夯法和深層攪拌法的技術特點和加固機理進行論述，充分闡述兩種加固方法的加固機理、使用范圍、設計方法、施工工藝和質量控制等；接著論述地基加固方案的選擇和評價方法，並分析強夯法和深層攪拌加固技術的技術特點，為工程選用合適的地基加固方案奠定基礎。
  4. There are many methods of foundation consolidation for civil engineering, such as soil exchange method, prepress method, dynamic consolidation method, vibrancy rushing method, soil and podsol dense pile method, sand pile, cement - coal - powder and gravel pile method, deep mixing method, high - pressure eject masonry, etc. the dynamic consolidation and deep mixing method ( dmm ) are very common in project construction

    目前國內外地基處理的方法很多，主要的地基處理方法包括：換填法、預壓法、強夯法、振沖法、土和灰土擠密樁法、砂樁法、水泥粉煤灰碎石樁法、深層攪拌法以及高壓噴射注漿法等。其中強夯法和深層攪拌法是工程建設中較常用的加固方法。
  5. Dmm, which is another form of foundation consolidation, can increase the carrying capacity of soft soil and decrease the settlement and enhance the slope stabilization effect. the consolidation principle and construction techniques of dynamic consolidation method and dmm are quite different from each other

    水泥土深層攪拌法（ dmm ， deepmixingmethod ）是用於加固地基的另一種形式，利用深層攪拌法可以達到增加軟土地基的承載能力，減少沉降量，提高邊坡穩定性的功效。
  6. In this paper, regarding the analysis of stability factors of majiatian tailings fill dam, namely regional geologic structure, rock - soil body of dam foundation, poor geology phenomenon, leach consolidation and chemical consolidation of tailings, seepage water of dam body and king - size flood water of majiatian tailings reservoir, a preliminary demonstration on probability of earthquake liquefaction and seepage failure of dam bodys tailings sand soil, of the dam body failure resulted from abutment landslide and of the flood water overflowing crest, as well as on the contribution of leach consolidation and chemical consolidation of tailings to the stability of dam body has been performed

    通過對馬家田尾礦庫區域地質構造、庫區不良地質觀察、尾礦淋濾固結和化學固結、壩體滲透水和庫區特大洪水等因素對馬家田尾礦堆積壩體穩定性影響的分析，初步論證了壩體尾礦砂土的地震液化、滲透破壞、壩肩滑坡使壩體失穩和洪水漫頂的可能性，以及尾礦淋濾固結和化學固結作用有助於壩體的穩定性。
  7. In this paper, regarding the analysis of stability factors of majiatian tailings fill dam, namely regional geologic structure, rock - soil body of dam foundation, poor geology phenomenon, leach consolidation and chemical consolidation of tailings, seepage water of dam body and king - size flood water of majiatian tailings reservoir, a preliminary demonstration on probability of earthquake liquefaction and seepage failure of dam body ' s tailings sand soil, of the dam body failure resulted from abutment landslide and of the flood water overflowing crest, as well as on the contribution of leach consolidation and chemical consolidation of tailings to the stability of dam body has been performed

    通過對馬家田尾礦庫區域地質構造、庫區不良地質觀察、尾礦淋濾固結和化學固結、壩體滲透水和庫區特大洪水等因素對馬家田尾礦堆積壩體穩定性影響的分析，初步論證了壩體尾礦砂土的地震液化、滲透破壞、壩肩滑坡使壩體失穩和洪水漫頂的可能性，以及尾礦淋濾固結和化學固結作用有助於壩體的穩定性。
  8. The quality and performances of non - woven fabric and plastic core board place an important role in speeding up the consolidation of soft soil foundation

    無紡布濾膜和塑料芯板的質量與性能，對排水板在軟基加固工程中能否發揮其加速軟土固結排水的功能至關重要。
  9. Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4. the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i, the better the dynamic consolidation effect is ; 5. the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding, but residual settlement deformation in each test district are compared, it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme. but the underlayer of dynamic consolidation should be made when pounding

    論文的主要工作和研究認識如下： （ 1 ）確定必要的強夯施工參數； （ 2 ）對既有砂性土又有粘性土地基的最佳夯擊次數的確定方法進行了探討； （ 3 ）對試驗前各試驗小區的強夯試驗方案進行了評價，並提出了優化建議； （ 4 ）強夯墊層材料的級配對夯擊能的消耗有很大影響，級配好的墊層對夯擊能的傳遞比級配差的墊層效果好； （ 5 ）強夯地基的變形效應主要是指夯后地基不但沉降變形會大幅度降低，而且剩餘沉降變形會緩慢地發生； （ 6 ）在比較各試驗小區的變形穩定性后，按照優化后的試驗方案進行強夯處理，則浦東機場場道工程地基的變形穩定性能滿足設計要求，但須在處理時施加強夯墊層。
  10. 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。
  11. Application of high presure jet grouting technique in consolidation sandy foundation of river dykes

    高噴灌漿防滲技術在加固河堤砂基上的應用
  12. Experts say the reform and consolidation of the chinese airline industry is laying a solid foundation for the rationalization of airline networks

    專家們指出中國航空業的改革與合併應依靠為適合經濟原則而建立的穩固的空中航線網。
  13. Engineering measures for pre - consolidation and treatment of cut soft foundation with high pressure jet grouting pile or anti - slide pile are presented, together with engineering measures for consolidation of inclined soft embankment foundation with gravel pile and lateral restrained pile, and the methods of design, construction are also introduced in detail. 6

    提出了高壓旋噴樁或抗滑樁預加固整治塹軟基的工程措施；提出了採用碎石樁和側向約束樁加固傾斜基底路堤軟基的工程措施，並對設計、施工、檢測進行了詳細介紹； 6
  14. It gives the detailed description of its construction techniques, testing items and control standards etc. by means of relevant data, this paper probes into some problems relevant to foundation treatment by dynamic consolidation including the determination of effective strengthening depth, tamping energy level, tamping point location and rational inters pace, the selection of tamping times, the calculation of foundation bearing capacity the verification of calculating formulae, and the application of dynamic consolidation eliminating the ground

    本文通過對有關數據的分析，對強夯法加固地基的一些問題進行了探討，包括有效加固深度、夯擊能量、夯點、合理間距及夯擊遍數的確定，控制參數的選用，地基承載力的計算、消除地基土濕陷性方面的應用等。
  15. In addition, based on the biot theory of consolidation and considered the influence of seepage on deep foundation pit excavation, the mathematics model is established, which is applied to the coupling of seepage and stress and considers the free surface of seepage. it is understood that the influence on the stability of foundation pit by groundwater seepage formed during deep foundation pit excavation

    考慮到滲流對基坑開挖的影響，在biot固結理論的基礎上對基坑開挖進行了滲流場與應力場耦合分析，建立了耦合計算模型，由此分析在深基坑開挖過程中，由降水形成的地下水滲流對基坑開挖穩定性的影響。
  16. The paper also examines the influence of a number of factors which affecting the deflections of foundation pits, such as the wall stiffness, prestressed technology, soil consolidation technology, and get some useable conclusions

    通過用有限元法分析典型實例，本文分析了圍護墻剛度、支撐預應力大小、被動區土體加固方案等各種影響基坑變形的因素，並得出了一些有益結論。
  17. The soil ' s stress path has important effects on the retaining wall ' s lateral deformation and the soil ' s deformation during the excavation of foundation pit. an experiment simulating the soil ' s stress path behind the wall has been carried out with the stress - controlled triaxial instrument. the principle stress ratio keeps constant during consolidation and the soil samples are permitted to drain during unloading process

    利用應力式三軸儀對基坑開挖過程中圍護結構后側土體變形影響較大的因素：土體的應力路徑進行了試驗模擬，試驗是在等主應力比固結后側向卸荷而軸壓不變的排水情況下進行的。
  18. In the mechanism analysis of consolidation of foundation soil by heavy tamping method, the dynamic contact stress calculation of hammer bottom and foundation surface is the key technical problem

    摘要在強夯法加固地基機理的分析中，夯?底部與地基表面的動接觸應力計算是關鍵技術問題。
  19. The consolidation behavior of composite foundation with single column or with columns group was analyzed extensively by the computer program developed, and the mechanism that the column with low permeability can also accelerate the consolidation of soil was illustrated. moreover, a simplified method was proposed for consolidation analysis of layered composite foundation with column of high permeability. finally, a case study was made to show the practical application of this computer program

    用編制的有限元程序對單樁、群樁復合地基的固結變形性狀進行了大量的計算分析，闡述了弱排水樁也能加速地基固結的機理，提出了將強排水樁成層復合地基固結簡化為均質單層復合地基固結的計算方法，並通過工程實例分析說明了該程序在實際中的應用。
  20. 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。
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