soil rheology 中文意思是什麼

soil rheology 解釋
土壤流變學
  • soil : n 1 泥土，土壤；土質。2 土地，國土。3 滋生地，溫床。4 農業生活，務農。n 1 臟東西，污物，污穢，污...
  • rheology : n. 【物、化】（研究物質流動、變形、彈性、黏性、可塑性的）流變學；液流學。
  1. Using the theory of soil rheology, the relationship among settlement, plumpy and excavation the nonlinear rheological fem program pertinent to excavation is also established used and its availability is proven

    運用巖土流變學的理論分析了沉降、隆起和開挖關系，並建立了與之相適應的軟土非線性流變模型。
  2. Based on the research works of predecessor, the theory on the displacement of soil strata in deep foundation excavation construction and its application are studied in detail. by analysing the supervision, statistics from, the practical excavation engineering, soil rheology is thought to be the main reason of the displacement heavy of the soft soil and the destruction of the enclosure structure, in deep foundation excavation construction on condition of the high theriomorphic of enclosure structure and good seepage resitting

    本文在已有研究成果的基礎上，對大面積軟土深基坑開挖時土層變位理論及應用進行了探討：依據現場監測數據，推導出開挖時軟土變形的經驗公式，分析了軟土深基開挖在圍護結構剛度大、基坑防滲效果好的條件下，基坑土層變位、圍護結構受力破壞發展的主要原因。
  3. Introduction of characteristics such as expansiveness ( expandability, expansibility ), rheology and thixotropy, etc. of soft soil on the slope by contrast analysis of soft soil of marine deposit, lake deposit. 3

    與海相、湖相等沉積的軟土進行對比分析，對「斜坡軟土」具有的膨脹性、流變性、觸變性等特性進行了研究； 3
  4. This coupling action between the rheology of soil and the dissipation of excess pore pressure demonstrates that it is not reasonable to factitiously divide the process of consolidation into two independent ones, i. e. primary consolidation and secondary consolidation

    這種耦合作用說明了把固結過程人為地劃分成主固結和次固結兩個相對獨立的過程是欠合理的。
  5. Microdeformation mechanism of structural clays and elasto - viscoplastic damage model abstract on the basis of the investigation of the structure of natural sedimentation clays and the simulation of the deformation and rheology of soil particle skeleton under the internal molecule attractive force and electric charge repulsion and the exterior load, a elasto - viscoplastic damage model is constructed in which the soil structure is considered to be gradually damaged in the course of loading, and the effectiveness of the model is verified by the results of laboratory tests and field tests

    本文調查了天然粘土中存在的結構性，應用大變形有限元法模擬了土顆粒骨架在內部分子吸力和電荷斥力以及外部荷載作用下的變形和蠕變機理，在此基礎上建立了考慮天然粘土變形過程中結構性不斷受損的彈粘塑損傷模型，並進行了室內和現場試驗，論證了模型的有效性。
  6. Neural network model for rheology of rock and soil under step loading

    分級加載下巖土流變的神經網路模型
  7. Theoretical study of horizontally loaded single pile in layered soil considering consolidation and rheology of soil

    考慮固結和流變的層狀地基中的水平單樁的理論分析
  8. The research focus on soil c compaction principle under the action of combination impaction and vibration by the test and theory method based on elasticity, plasticity and rheology performance. put a lot of stress boxes in the soil. measure and record the soil stress directly, then process the record datas by mathematic method

    在方法上採用了理論與試驗相結合的研究方法，在土體彈、塑特性及土體流變特性的理論基礎之上，在土體中埋放了大量的壓力盒，通過測量和觀測儀器直接記錄土體內部各點在沖擊與振動聯合作用下的內應力值。
  9. Stability study of effect of rheology on the slope, test and analysis of long - term strength of soft soil on the slope. 4

    研究了流變性對邊坡穩定性的影響，對「斜坡軟土」的長期強度進行了試驗分析； ； 4
  10. To analyze the stability of soil slopes with the rheology of soil considered, the methods such as taking the long - term strength parameter of soils into account and using diagrams are often applied

    對于考慮流變的土坡穩定性分析方法目前主要有長期強度指標法和圖解法等。
  11. This paper introduces all kinds of calculation methods of settlement and the popular research theory at present, expresses the rheology theory and its developing trend in detail. based on the rheology theory, the theory of linear - visco - elastic - plastic model is put forward to forecast the long term creep settlement of soft soil in the metallurgy industrial region at the backward position of haihe river in tianjin

    本文詳細介紹了國內外關于沉降計算的研究現狀，以及當今流行的研究理論，著重介紹了流變理論的研究現狀及其發展趨勢，並在此基礎上提出了用線性粘彈塑性模型理論來預測天津市海河下遊冶金工業區軟土長期蠕變。
  12. Moreover, in view of the existence of rheological effect, the empirical model, which can consider rheology of soft soil, is advanced. ( 2 ) research on the practicability of fem for embankment settlement calculation

    其次，考慮到軟土流變效應的存在，提出了一種能計入軟土次壓縮的經驗公式模型； （ 2 ）路堤沉降計算有限元法實用化研究。
  13. The mechanism of rockfill rheology is rectified theoretically. as a kind of man - made discrete material, the rockfill is similar to the consolidated soil in the aspect of rheology. the main causes of rockfill rheology are the breaking and sliding of particles, filling of pores

    從理論上深入論證分析了堆石流變的機理，對于堆石這種非自然存在的散粒材料，其流變與土體的次固結相類似，產生堆石流變的主要原因是顆粒破碎細化、滑移充填孔隙所致。
  14. It is wellknown that the pile of soft soil foundation will happen rheology phenomenon under vertical loads. pile group is a main pattern of foundation in civil engineering

    軟土地基上的樁在荷載作用下表現出流變效應，然而國內外對于這方面的研究尚處于探索階段。
  15. The study also shows that rheology of soil not only increases settlement, but also observably decreases the rate of the dissipation of excess pore pressure. on the other hand, the dissipation of excess pore pressure also affects the development of rheological deformation of soil

    土體流變不僅會使地基沉降增加，還會顯著地減小土中超靜孔壓的消散速率；同樣，超靜孔壓的消散也影響著土的流變發展。
  16. The five reason of the formation and development of the plug is considered, and the rheology of soil body in the plastic deformation area is especially pointed out ; the statistic model is built in order to calculate the plug ' s length, and the practical significance of the model parameters is given out. it plays an important role on predicting the length of the plug in the process of penetration

    通過多種試驗對土塞形成的原因進行了分析，提出土塞產生的流變原因，該流變的一個顯著特點是作為塑性變形區整塊土體受負壓作用，而塑性變形區內部土體受向上的滲流作用，這兩種作用都是土塞形成和發展的積極因素。
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