reconsolidation 中文意思是什麼
reconsolidation
解釋
再固結-
Reconsolidation volumetric behavior of saturated sand soil after liquefaction
飽和砂土液化后再固結體變特性研究 -
The last section illustrates our design practice in huang mountain scenic spot and the surrounding areas over the last several years. our experience reflects the utilization of the thought of restoration and reconsolidation and its specific design methods
本文下篇記述了近年來我們在黃山風景區及其周邊地區的建設實踐，反映了整合思維與整形、磨合的設計方法在實踐中的具體應用。 -
By studying and summarizing the methodology of architectural design during different period from both domestic and international resources, the middle section proposed the principles of design methodology for the system of complicity, which is directed by the thought of restoration and reconsolidation. this section also elaborates the specific design methods - restoration and reconsolidation, moreover, it analyses systematically the contend, as well as the characteristics, affected factors and value orientation of aforementioned methods
本文中篇通過對國內外不同階段建築設計方法論研究的觀點和其他相關建築理論的學習與總結，提出了以整合思維為指導的在復雜系統下的設計方法論原則，闡述了其具體的設計方法- -整形與磨合，並對整形與磨合方法的含義、特點、影響因素、價值定位等進行了系統的分析。 -
No matter what the relative density, confining pressure, liquefaction severities are, the post - liquefaction deformation will show the same characteristic. the factors mentioned above have their own affecting ways. a lot of tests have been done to investigate the reconsolidation characteristics of sand after dynamic loading
砂土液化后模量隨應變增加而增大的特性與常規三軸試驗中模量隨應變增大而減小的特性不同，相對密實度、液化度、初始有效固結壓力等都以特定的方式對影響著液化后的變形特性。 -
This section includes the living examples of the restoration and reconsolidation on nature, architecture, site, cities and towns, as well as scenic areas
它其中包括自然整合、建築整合、地段整合、城鎮整合和景區整合等的實例分析。 -
It is pointed out that the compression of water in saturated sand caused by the densification of sand during dynamic loading and the dilation trend of liquefied sand are related to this. a new mechanism of large post - liquefaction deformation of saturated sand is established. according to the mechanism of large post - liquefaction deformation and the reconsolidation volumetric strain formula, a post - liquefaction constitutive model had been put forward
摘要基於大變形機理以及文中提出的再固結體變公式提出了一個飽水砂土液化后本構模型，模型不尋求液化后整個加載過程中的應力應變反應，將液化后過程分成低強度段和強度恢復段兩段來分別進行表達，因為低強度段應變產生於極小的剪應力作用下因此認為該段應變是必然會發生的，強度恢復段應變的大小取決于土體所受剪應力的大小。
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