水壓樁 的英文怎麼說
中文拼音 [shuǐyāzhuāng]
水壓樁
英文
hydropin-
The paper can concern the soil ' s instantaneous fallout, soil ' s main settlement due to concretion, and the coactions of soil and pile by applying the contact surface to simulate the coactions. the paper can analyze the service behavior of reuniting foundation and the effect of the pile ' s intensity, length and distance. the paper is concerned with the stressing of pile and the arrangement of pile for the smaller cost to fit the subsidence of throughway
通過有限元計算，分析了復合地基樁土工作性狀，分析了樁的剛度，長度，樁距對地基沉降及超孔隙水壓力的影響，並根據復合地基中樁的受力特點，提出合理的樁的布置方式，在滿足高速公路路面沉降要求的前提下，節省工程投資，加快建設進度。Probe into the construction of the underwater collar beam of the high - pressure jet grouting pile
高壓旋噴樁施工水下系梁的探討For improve site soil condition and ensure piling work safety, we have worked out dewater construction proposal
為改善現場施工的場地條件，保證壓樁工程的安全進行，編制降水工程的施工方案Hydraulic binders. sea - water resisting cements
水壓打樁機.耐海水腐蝕的水泥Observe the site condition especially the south hidden creek area in any moment, arrange the dewatering and drainage according to the site actual condition and weather condition, ensure the successful construction
隨時觀察現場情況，重點是場地南側的暗浜區域，根據現場實際情況和天氣條件安排降水和排水工作，保證壓樁安全，順利地施工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Results of calculation show that dissipation of excess pore water pressure due to squeezing effect of concrete - cored sand - gravel piles is faster than that of the ordinary cfg piles
算例表明，成樁后的混凝土芯砂石樁，其擠土效應產生的超孔隙水壓力的消散，遠快于常用的水泥粉煤灰碎石樁（ cfg樁） 。Elastic - plastic analysis for soil around anchor jacked pile in this paper, the course of penetration is regarded as expansion of cylindrical cavity in infinite soil mass. combining with the knowledge of elastic mechanics and plastic mechanics, we can make analysis for soil around pile. finally, we can educe the cylindrical cavity pressure, radius of plastic zone, radical displacement in elastic zone, excess pore water pressure in soil around pile and spherical cavity pressure at the end of pile
錨桿靜壓樁樁周土體的彈塑性分析該部分是文章的主要工作所在，本文把壓樁過程樁周土體的本構關系看作是水平面的平面應變小孔擴張問題，利用小孔擴張原理，結合彈性力學以及塑性力學的知識，對壓樁後土體的性狀作出分析，得出樁對土的擠擴作用力、樁周土體塑性半徑、彈性區的位移，壓樁完成瞬時樁周土體彈性區和塑性區的超孔隙水壓力以及樁端球形孔擴張的擴張力。The cement - soil mixing pile with concrete core is a new soil improvement method, it means that, a concrete core is plugged into cement - soil mixing pile. concrete core pile and the cement - soil mixing pile undertake together vertical load. it appropriately combines the advantages of the precast concrete pile with the cement - soil mixing pile
水泥土組合樁是在水泥土攪拌樁成樁之後，水泥土初凝之前，用壓樁機械將預制混凝土芯樁壓入水泥土體內，待水泥土凝固后，芯樁與水泥土共同工作，承受上部荷載的一種新樁型。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Then the dynamic model of saturated soil layer caused by pile longitudinal vibration is founded. incorporated wave propagations into saturated soil layer, the characteristics of soil resistance factor and the mechanism of the radial damping are analyzed, as well as distributions of shear stress and pore pressure in saturated soil caused by pile vibration
然後利用上述解析解分析了飽和土層復阻抗，並從飽和土波動理論出發，建立了樁縱向振動引起的飽和土層振動模式，剖析了輻射阻尼產生機理，研究了樁縱向振動引起的飽和土層中剪應力及孔隙水壓力分佈。Abstract : based on the three aspects of the dry - vibrated gravel column, compaction, seismic reducing and drainage, the pore water pressure of foundation for the expressway treated by the dry - vibrated gravel column has been calculated
文摘:在全面考慮干振碎石樁擠密、減震、排水3種作用的基礎上，分析了干振碎石樁對高速公路液化地基處理后，復合地基中的孔隙水壓力分佈情況。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Excess pore water pressure caused by an installing pile in soft foundation
軟土地基中單樁施工引起的超孔隙水壓力Prediction of excess pore water pressure resulted from static pressed pile and time - dependent pile ultimate bearing capacity
靜壓樁引起的超孔隙水壓力及單樁極限承載力預測The process of penetration is regarded as expansion of cylindrical cavity in infinite soil mass. combining with the knowledge of elastic mechanics and plastic mechanics, we may make analysis for soil around pile. and we may deduce the cylindrical cavity pressure, radius of plastic zone, radical displacement in elastic zone, and excess pore water pressure in soil around pile and spherical cavity pressure at the end of pile
本文闡述了樁土共同作用理論原理，對坑式靜壓樁的樁周土體作彈塑性分析，把壓樁過程中樁周土體的本構關系看作是水平面的平面應變小孔擴張問題，利用小孔擴張原理，結合彈性力學以及塑性力學的知識，對壓樁後土體的性狀進行分析，得出樁對土的擠擴作用力、樁周土體塑性半徑、彈性區的位移，以及樁端球形孔擴張的擴張力。分享友人