excess pore pressure 中文意思是什麼

excess pore pressure 解釋
超孔隙水壓力
  • excess : n 1 過量；過剩。2 超過，超越。3 超過數量。4 過度，（飲食等）無節制。5 〈pl 〉 過分行為，暴行。adj...
  • pore : vi 1 注視，細看。2 用心閱讀；細心研究 （on over）。3 沉思，默想。vt 因凝視過度而使（眼睛）疲勞。 ...
  • pressure : n 1 壓；按；擠；榨。2 【物理學】壓力，壓強；大氣壓力；電壓。3 精神壓力，政治[經濟、輿論等]壓力。4...
  1. 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。
  2. Liquefaction resistance defined by excess pore water pressure rise is approximately independent of the initial confining pressure

    同時也說明了由超孔隙水壓力定義的抗液化強度與初始有效平均正應力無關。
  3. The analysis of excess pore water pressure generated by high pressure jet grouti ng

    高壓噴射注漿法產生的超孔隙水壓分析
  4. When earth pressures are calculated by the shear strength parameters of cu, the way water - soil calculating separately is best, which should involve the influences of excess pore water pressure through the total stress unloading strength parameters of cu

    當採用固結不排水抗剪強度指標計算土壓力時，最好採用水土分算的計算方法，計算時可以通過三軸固結不排水總應力強度指標將超靜孔隙水壓力的影響考慮在其中，但此時最好採用卸載強度指標。
  5. An in - situ model test study of excess pore pressure due to pile driving

    沉樁擠土對孔隙水壓力影響的試驗研究
  6. Harm of and treatment for excess pore water pressure resulted from pile driving

    沉樁引起超靜孔隙水壓力的危害與處治
  7. Inflence of excess pore water pressure during pile driving in saturated soft soil

    飽和軟土地基中沉樁引起的超孔隙水壓力的影響
  8. 3d calculation of excess pore water pressure due to driving pile and its application

    沉樁引起的三維超靜孔隙水壓力計算及其應用
  9. The reason for the failure of loosely residual soil slopes triggered by rainfall is that the contractive failure caused by the penetration of rainfall, giving rise to a high excess pore pressure which reduces shear strength of the soil. the soil is prone to flow slide after failure under the action of gravity due to its high moistu re content

    蔣家溝地區坡殘積土斜坡在暴雨條件下的破壞是由於降雨入滲導致土體發生剪縮破壞，破壞後土體的孔隙水壓力升高形成超孔隙水壓力、土體強度降低、破壞迅速擴展所致，因而大多數斜坡呈流滑型破壞並具有突然性破壞特點。
  10. Based on the consolidation mechanism analysis of the warping clay under osmotic pressure, a finite strain osmotic pressure consolidation equation, of which the excess pore - pressure or void ratio was selected as dependent variable, was derived

    首先，通過分析滲壓作用下的淤填粘土的固結機理，推導出以超孔隙水壓力，孔隙比為控制變量的有限應變滲壓固結微分方程。
  11. The corresponding programs in matlab language were presented for various operating mode computations. thus, the excess pore - pressure and void ratio distribution along space - time could be derived. the degree of consolidation, which could be expressed by excess pore - pressure or deformation, was derived for various operating mode and its ’ characteristics along space - time showed rules of warping soil consolidation under osmotic pressure

    應用matlab語言編制計算程序對各種工況的超孔隙水壓力消散、孔隙比隨時間和空間的變化進行了求解，對各種計算工況得到的以孔壓和變形表示的固結度的變化規律進行分析，說明滲壓體積力作用下淤填粘土的固結隨時間和空間的非線性分佈特性。
  12. It has been shown that in one - dimensional consolidation problem considering rheological characteristics of soil, there exists two consolidation degrees defined in different terms, i. e. up which is in terms of effective stress and us which is in terms of settlement. while up shows the rate of the dissipation of excess pore pressure ( or the increase of effective stress ), us indicates the rate of the development of the surface settlement of the system. and there exists significant difference in numerical value between up and us, especially for layered soils

    分析研究表明：當考慮土的流變時，存在著兩種不同定義的平均固結度，即按有效應力定義的固結度u _ p和按沉降定義的固結度u _ s ，前者反映了地基中超靜孔壓的消散率（或有效應力的增長率） ，而後者反映的則是地基表面的沉降率，兩者在數值上有較大的差異，特別是對于成層地基。
  13. Abstract : the excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious. the method for calculating squeezing stress and excess pore pressure by elastic - plastic theory is deduced in this paper, and furthermore, the reasonable pile spacing by regarding the influence of both squeezing stress and excess water pressure is given

    文摘:飽和軟粘土地基沉樁過程中樁土擠壓所引起的樁周土體超孔隙水壓力效應是非常顯的.本文從彈塑性理論出發推導出沉樁過程中樁周土體擠壓應力及超孔隙水壓力的計算公式，給出了考慮擠壓應力和超孔隙水壓力影響因素的合理打樁間距的確定方法
  14. A model test was designed to simulate the consolidation process of warping soil, the validity of theoretical equation and the solution methods presented in this study. actual measurements for excess pore - pressure, void ratio and settlement - time curves all showed good agreement with the corresponding computed values

    將理論計算的超孔隙水壓力、孔隙比、沉降-時間曲線和根據實測數據計算的這些量進行比較分析，說明文中建立的滲壓作用下的有限應變固結理論模型及求解方法的合理性。
  15. A quantitative evaluation for excess pore pressure and wellbore stress around a cased well under steam injection

    熱采過程中地層超孔隙壓力與井眼應力的定量評價
  16. Different from cyclic loading acted on onshore foundation, the wave pressure plays double roles as : the surface loading imposed on the mudline and the boundary condition of excess pore pressure

    與常規陸上荷載不同，波壓力不僅是外加的循環表面力，而且是海床表面的超靜孔隙水壓力邊界條件。
  17. Raft is regarded as rigid body, the interaction of piles, soil and excess pore pressure is simulated by bcflm, and load transfer function is used to simulate the pile in non - liner working situation. according to these analytical methods, the corresponding numerical computing program, consolidation pile raft interaction ( cpri ), with advanced language c + + is accomplished

    本文根據考慮土體固結的樁?土?承臺共同作用理論，使用c + +分別編制了考慮土體固結的共同作用數值模擬計算程序cpri （ consolidationpilesraftinteraction ）和不考慮土體固結的共同作用計算程序pri （ pilesraftinteraction ） 。
  18. Measurement and analysis of soil horizontal displacement and excess pore pressure during piles driving

    浙東沿海地區沉樁引起的孔隙水壓力的計算
  19. Analytical solution to dissipation of the excess pore pressure in visco - elastic soil surrounding partially permeable tube - pile after installation

    黏彈性土中半透水管樁沉樁后孔壓消散解析解
  20. 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。
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