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软夹杂土体的击实模型 被引量:5
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作者 李明东 朱伟 张春雷 《土木工程学报》 EI CSCD 北大核心 2009年第12期149-153,共5页
软夹杂土体是指内含高压缩性材料的土体。为探索软夹杂土体压实的机理和规律,指导软夹杂土体的压实施工和配方设计,从孔隙的减少和高压缩性材料的塑性压缩两个角度进行分析建立软夹杂土体的击实模型,推演其密度计算式;以泡沫塑料混合轻... 软夹杂土体是指内含高压缩性材料的土体。为探索软夹杂土体压实的机理和规律,指导软夹杂土体的压实施工和配方设计,从孔隙的减少和高压缩性材料的塑性压缩两个角度进行分析建立软夹杂土体的击实模型,推演其密度计算式;以泡沫塑料混合轻质土为例,利用室内试验测试模型参数,并对所建击实模型和计算式进行验证。研究发现:高压缩性材料和孔隙的体积随着击实功能的增加而减小;高压缩性材料的塑性压缩对软夹杂土体密度的提高具有不可忽视的作用,这与常规土体具有本质的区别;所建软夹杂土体的击实模型和计算式是适用的,但击实后孔隙体积的测试方法有待于进一步改进。 展开更多
关键词 软夹杂 击实模型 密度 孔隙 塑性压缩
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轻量土击实密度模型与工程特性(英文) 被引量:15
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作者 侯天顺 《岩土工程学报》 EI CAS CSCD 北大核心 2014年第11期2127-2135,共9页
为了探索软夹杂土体压实机理,指导轻量土配方设计与压实施工,基于混合土物质结构组成及土体压缩变密的物理本质,建立了击实密度模型。试验发现模型预测值与实测湿密度基本一致,绝对误差仅有0.003~0.051 g/cm3,相对误差仅有0.282%~5.267%... 为了探索软夹杂土体压实机理,指导轻量土配方设计与压实施工,基于混合土物质结构组成及土体压缩变密的物理本质,建立了击实密度模型。试验发现模型预测值与实测湿密度基本一致,绝对误差仅有0.003~0.051 g/cm3,相对误差仅有0.282%~5.267%,证明击实密度模型可以准确预测混合土不同击实条件下的湿密度。EPS颗粒压缩率、混合土湿密度随击实次数增大而增大,增大趋势逐渐变缓;混合土孔隙比随击实次数增大而减小。在击实作用下,轻量土湿密度的提高是由土体的孔隙减少和EPS颗粒软夹杂的塑性压缩共同完成的。与砂土轻量土性质相似,粘土轻量土的湿密度、无侧限抗压强度随击实次数增大而增大。n=25击时,EPS颗粒压缩率范围6.13%~11.51%;n=94击时,EPS颗粒压缩率范围12.80%~14.87%。证明规范规定的击实次数与击实能量适合混合土的击实,不会导致EPS颗粒消泡。考虑到击实密度模型参数测定非常繁琐,根据工程实际情况,假设压实过程中土料含水量不变与压实后土颗粒-EPS颗粒之间的孔隙近似为0,进一步提出了简化击实密度模型,并且通过试验证明了简化模型完全适用于实际工程。 展开更多
关键词 轻量土 密度模型 湿密度 无侧限抗压强度 压缩率 次数
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Experimental and Parametric Design of Petroleum Back-pressured Hydraulic Impactor 被引量:1
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作者 袁光杰 姚振强 +1 位作者 陈平 黄万志 《Journal of Donghua University(English Edition)》 EI CAS 2005年第5期100-106,共7页
Percussive-rotary drilling technology was considered many years ago as one of the best approaches for hard rock drilling. It is a key for popularizing this technology on a large scale to design and make an impactor wi... Percussive-rotary drilling technology was considered many years ago as one of the best approaches for hard rock drilling. It is a key for popularizing this technology on a large scale to design and make an impactor with excellent performance. This paper presents a suit of method to design the percussive parameters for the oil or gas field by introducing the working principle of back-pressurod impactor, dividing the working periods of impaetor into three phases and establishing the computer emuiational model of percussive parameters. It draws a comparison between the results of model calenlation and experiment on the basis of analyzing the experiment results of impactor. The conclude provides credible foundation for designing and further ameliorating the impactor. 展开更多
关键词 PETROLEUM IMPACTOR percussion-rotary drilling MODEL
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Numerical analysis of bump foil bearings without nominal radial clearance
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作者 刘占生 许怀锦 张广辉 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2008年第2期255-260,共6页
Bump foil bearings without nominal radial clearance were analyzed. An air film thickness model and a bearing theoretical analytical model were developed accounting for air compressibility and foil deformation. To anal... Bump foil bearings without nominal radial clearance were analyzed. An air film thickness model and a bearing theoretical analytical model were developed accounting for air compressibility and foil deformation. To analyze hydrodynamic characteristics of bump foil bearings with different operating eccentricities, the air film thickness equation and Reynolds equation were coupled through pressure and solved by Newton-Raphson Method (NRM) and Finite Difference Method (FDM). The characteristics of an bump foil bearing model were discussed including load carrying capacity, film thickness and pressure distributions. The results of simulation show that bump foil bearing without nominal radial clearance can provide better stability and greater load capacity. This numerical analytical method also reveals a good convergence in numerical calculation. 展开更多
关键词 bump foil bearing film thickness model numerical analysis
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Response of air gap and slamming loadings on semi-submersible platform
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作者 Zhai Gangjun Ma Zhe Tang Dongyang 《Engineering Sciences》 EI 2013年第6期65-71,共7页
The present research deals with the numerical prediction of the air gap within the 6th generation of deepwater drilling floating semi-submersible platform and the experimental studies on the slamming loadings onto the... The present research deals with the numerical prediction of the air gap within the 6th generation of deepwater drilling floating semi-submersible platform and the experimental studies on the slamming loadings onto the structure. The survivability of the floating model with a mooring system was tested under extreme wave of 10-year return period. In the numerical simulation of the Gaussian method,the narrow band model was applied to obtain the first-order wave surface equation and the modified second-order wave surface equation. The hydrodynamic responses of the floating body,i.e. radiation damping,added mass,second-order wave excitation force and drifting force,were computed by using the potential flow theory based on higher order boundary element method in frequent domain. In the experimental analysis,high-frequency sensors were installed at the lower deck to measure the wave slamming loads. Equivalent truncated mooring system was applied to make sure position of the floating body in the wave tank. The comparison between the numerical and experimental results showed the numerical model underestimated the air gap of the floating body. Nevertheless,the predictions of the high risk spots underneath the floating deck that is prone to wave slamming obtained from both models were agreeable to each other. The experimental results also revealed that the wave slamming events often occurred at the connection point between the rear columns and the lower deck. 展开更多
关键词 SEMI-SUBMERSIBLE air gap slamming loads model experiment
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