liquefiable,英語單詞,主要用作為形容詞,意為液化的;可溶解的。
基本介紹
- 外文名:liquefiable
- 詞性:形容詞
- 英式發音:['lɪkwɪ,faɪəbl]
- 譯義:液化的;可溶解的

liquefiable,英語單詞,主要用作為形容詞,意為液化的;可溶解的。
9. He, J., Jin, Z.*, Gan, F., Xie, L., Guo, J., Zhang, S., Jia, C. Q., Ma, D., Dai, Z. &Jiang, X.*, Liquefiablebiomass-derived porous carbons and their applications in CO₂capture and conversion.GreenChemistry,2022,24, 3376-3415.10. Gan, F., Wang, B., Jin, Z...
4)Wang Ming-wu,et al. Seismic performances of underground RC structures in liquefiable soils in nuclear plants. GSP(152): Ground Modification and Seismic Mitigation,ASCE,2006. (EI)5)汪明武,等.棧橋式構築物抗震性能動態離心模型試驗的數值模擬.岩土工程學報,2005,27(7)(EI)6) 汪明武,等. ...
Xiaowei Tang, Yuan Di, Sumio Sawada, Tadanobu Sato. 3-D NONLINEAR ANALYSIS OF SOIL-PILE INTERACTION IN LIQUEFIABLE SOIL USING ADAPTIVE MESH REFINEMENT. The 4th International Conference on Earthquake Engineering, October 12-13, 2006. Taipei, Taiwan.Yuan Di, Tadanobu Sato, Mingwu Yuan. Computational...
(37) Degao Zou, Xianjing Kong, Bin Xu. Numerical simulation of seismic behavior of pipeline in liquefiable soil. Soil Stress-Strain Behavior: Measurement, Modeling and Analysis. Geotechnical Symposium in Roma, 2006:673-682.(38) KONG Xian-Jjing, SUN Xiu-Li, ZOU De-Gao. Deformation ...
[7] CHEN Su, Wang xu, Zhuang Haiyang, et,al. Seismic Response and Damage of Underground Subway Station at Slightly Sloping Liquefiable Site.[J] Bulletin of Earthquake Engineering, 2019, 17, 5963–5985.[8] Baizan Tang, Xiaojun Li, Su CHEN*, et, al. Investigations of seismic response to...
[2]Ruan Donghua,Zhang Yanmei ,Wang Zhen Huang Chunxia. The numerical analysis ofgravel pile reinforcing liquefiable silt. CEABM 2013.Applied Mechanics andMaterials.PP265-269.[3]Yanmei Zhang, Donghua Ruan.A Practical Saturated Sand Elastic-plastic DynamicConstitutive Model and Application. ICSBM2012. ...
6.4 Treatment of Liquefiable Soil Soft Clay and Collapsible Loess Foundations 7 Connections of Dam Body with Foundation Abutment Slopes and Other Structures 7.1 Connections of Dam Body with Foundation and Abutment Slopes 7.2 Connections of Dam Body with Other Structures 8 Calculation and Analysis 8...
9.Shake Table Experiments of Bridge Foundations in Liquefiable soils with frozen crust,中美聯合研究項目,2011.1~2012.12。10.空間變化地震作用下曲線梁橋動力性能及其減震控制研究,國家自然科學基金項,2014.1~2017.12 11.城市地下輸水管線變形損傷遠程監測及預警技術研究, 北京市自然科學基金, 2010.1~2012....
7.3 Treatment of Easily Liquefiable Soil Foundation 7.4 Treatment of Soft Soil Foundation 7.5 Treatment of Collapsible Loess Dam Foundation 7.6 Treatment of Rock Foundation 8 Calculations for Earth-Rockfill Dams 8.1 Seepage Flow Calculation 8.2 Stability Calculation 8.3 Settlement Calculation...
[10] Fanchao Meng,Xiaoming Yuan and Hui Xue.Primary Study on Mechanism of Earthquake-induced Differential Settlement of Buildings on Liquefiable Subsoil[C]. 2012 Global Conference on Civil, Structural and Environmental Engineering. Yichang,China,2012.October.352-357.[11] Fanchao Meng, Xiaoming ...
7. Zhou Y G, Chen Y M, and Chen R P, “Evaluation of ground improvement for liquefiable deposits using shear wave velocity”. ASCE Geotechnical Special Publication, No.188, 2009: 150-159.8.周燕國,梁甜,陳雲敏,凌道盛.“利用超重型動力觸探判別砂礫土地震液化初探”,第十一屆土力學及岩土工程學術...
莢穎,Numerical Analysis on Liquefiable Soil-Pile Seismic Interaction by FEM-EFGM.Electronic Journal of Geotechniccal Engineering.2012 莢穎,Finite-element free Galerkin coupling method for sand liquefaction-induced deformation.Yantu Lixue/Rock and Soil Mechanics.2010 科研項目 傾斜液化場地土-樁動力相互作用...
EffectofDynamicAnalysisMethodsonResponsesofPilesinLiquefiableSandyGrounds 動態分析方法對液化砂質地基中樁的回響的影響 ChiakiTakahashi SeepageAnalysisofTwoCaseHistoriesofPipingIndacedbyExcayationsinCohesionlessSoils 無粘性土因開挖引發管湧現象的滲流分析 FeiCai NumericalSimulasionofUnsteadyFlowintheSuctionPitofDrainage...
1.N a colourless easily liquefiable flammable gas that polymerizes readily and is used mainly in the manufacture of synthetic rubbers. Formula: CH2:CHCH:CH2 丁二烯 (Systematic name buta-1,3-diene)短語搭配 butadiene latex 丁二烯膠乳 butadiene dispersions 苯乙烯丁二烯分散劑 3 butadiene 丁二烯 butadien...
[1] "Effects of Soil Cross-Anisotropy on the Wave-Induced Residual Liquefaction Around an Immersed Tunnel in the Liquefiable Seabed." Geoshanghai International Conference Springer, Singapore, 2018.[2] “Numerical analysis for the wave-induced liquefaction of seabed around an immersed tunnel”, The ...
(6) Full-scale field testing of massive landslide in liquefiable loess to investigate the change in pore water pressure and collapse mechanisms triggered by water infiltration;(7) Principal Investigator: A comprehensive study of reservoir bank stability of the Xiluodu Hydropower Station, funded by ...
