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简述阜朝高速公路地基处理中强夯法施工质量控制措施 被引量:2
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作者 兰玉先 李春满 王喆 《北方交通》 2007年第6期94-96,共3页
介绍阜朝高速公路建设中强夯法在处理湿陷性黄土的质量控制与检测,为类似的湿陷性黄土处理方法提供借鉴。
关键词 强夯 湿陷性黄土 地基处理 动力密实机理
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强夯法施工在阜朝高速公路地基处理中的应用 被引量:4
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作者 黄利军 罗丽丽 《黑龙江交通科技》 2008年第9期51-51,53,共2页
介绍阜朝高速公路强夯法在处理湿陷性黄土中的应用原理,施工方法,质量控制与检测,为类似湿陷性黄土处理方法提供借鉴。
关键词 强夯 湿陷性黄土 地基处理 动力密实机理
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强夯法施工在阜朝高速公路地基处理中的应用 被引量:1
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作者 王奇峰 《北方交通》 2009年第5期24-25,共2页
介绍阜朝高速公路强夯法在处理湿陷性黄土中的应用、施工方法,为类似湿陷性黄土处理方法提供借鉴。
关键词 强夯 湿陷性黄土 地基处理 动力密实机理
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强夯法在道路施工中的应用 被引量:1
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作者 安志辉 《交通科技》 2010年第B07期50-51,共2页
结合工程实例,阐述了强夯法的加固机理,介绍了强夯法的施工方法及质量检测方法。同时采用标准贯入试验和压板静力载荷试验进行强夯成果检测。
关键词 强夯法 动力密实 软基处理
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强夯半置换法在地基处理中的应用
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作者 岳效宁 《建筑施工》 2010年第11期1121-1122,共2页
强夯从加固机理上分为动力密实、动力固结、动力置换,对应的施工工艺为强夯法(直接强夯法)、强夯半置换法、强夯置换法。以贵州某新建电厂为例,说明强夯半置换施工工艺的适用范围、处理深度、累计夯沉量、回填材料要求等关键技术,并分... 强夯从加固机理上分为动力密实、动力固结、动力置换,对应的施工工艺为强夯法(直接强夯法)、强夯半置换法、强夯置换法。以贵州某新建电厂为例,说明强夯半置换施工工艺的适用范围、处理深度、累计夯沉量、回填材料要求等关键技术,并分析预测该工艺的应用前景。 展开更多
关键词 动力密实 动力固结 动力置换 强夯半置换 处理深度 累计夯沉量
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Mn+1AXn Phonon Density of States: Ti3AlC2 and Ti3SiC2 Simulation and Experimentation Results
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作者 Veronica Gray Gordon J Kearley +4 位作者 Oliver Kirstein Ramzi Kutteh Erich H Kisi Daniel P. Riley Frans Trouw 《Journal of Chemistry and Chemical Engineering》 2015年第4期253-261,共9页
For the first time detailed measurements of the DOS (density of states) for Ti3AIC2 and Ti3SiC2 are presented at temperatures between T = 10 and 100 K. For Ti3AIC2 a DFT (density functional theory) simulation of l... For the first time detailed measurements of the DOS (density of states) for Ti3AIC2 and Ti3SiC2 are presented at temperatures between T = 10 and 100 K. For Ti3AIC2 a DFT (density functional theory) simulation of lattice dynamics is compared to experimental data demonstrating a noticeable difference between the spectra especially below 40 meV. In the case of Ti3SiC2 the DFT model is augmented with MD (molecular dynamics) simulations resulting in the measured and simulated spectra resembling one another more closely but still having significant differences below 40 meV. Within the experimental spectra, there are features up to and including 20 meV which are unaccounted for by the simulation. Tracing individual atoms generated by the computer models suggests anharmonic motion of Si within the Ti3SiC2. The results presented could explain differences between calculated elastic moduli using DFT harmonic lattice dynamics simulations and results from recent experiments. 展开更多
关键词 ANHARMONIC ANISOTROPIC lattice dynamics Mn+1AXn phase ceramics ab initio molecular dynamics.
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How the Orbital System of Particles Consolidates Gravity and Electromagnetism
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作者 William Day 《Journal of Philosophy Study》 2012年第9期619-630,共12页
There is an actual reality that underlies the relative reality of physics. The orbital system is shown to be the principle by which motion transforms space into matter. The support of the universe is the absolute thre... There is an actual reality that underlies the relative reality of physics. The orbital system is shown to be the principle by which motion transforms space into matter. The support of the universe is the absolute three-stage hierarchy of particles, atoms, and gravitational systems. Below 1/c waves are dissociated into strands and neutrinos are separated as points of charge. The electron and positron are single strands with opposed helical turns. Protons and neutrons have a nucleus of positrinos and negatrinos surrounded by concentric shells of strands in 2"~ resonance. The orbital strands reverberate into space creating a field with gravitational and electromagnetic aspects. The orbital system defines matter, energy, motion, and time based on composition. The three stages have a constant field content but differ by field density and components. 展开更多
关键词 orbital systems GRAVITY electromagnetism STRANDS NEUTRINOS positrino negatrino proton compositionspace matrix
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Vibration compaction characteristics of rock filling embankment 被引量:1
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作者 杨明辉 刘广轩 赵明华 《Journal of Central South University》 SCIE EI CAS 2009年第6期1034-1038,共5页
The dynamic model experiment of the rock filling embankment was carried out to investigate the vibration compaction mechanism. The rock filling materials were compacted by the plate-vibrated compactor, and the charact... The dynamic model experiment of the rock filling embankment was carried out to investigate the vibration compaction mechanism. The rock filling materials were compacted by the plate-vibrated compactor, and the characteristics of the rock filling materials, such as settlement, pressure change and response waveform, were measured by the dynamic earth pressure gauge and aceelerometer. Moreover, a new method for detecting the compactness of the rock filling embankment was proposed based on the maximum dry density and modulus of deformation. The results show that the process of vibration compaction includes compact, elastic deformation and loose stages, and the vibratory pressure transfers to the surroundings from the vibration center in non-linear rule. Furthermore, the test results obtained by the present method are basically in agreement with those obtained by the traditional method, and the maximum relative error between them is about 0.5%. 展开更多
关键词 rock filling EMBANKMENT model test vibration compaction COMPACTNESS
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