崔新壮山东大学主页平台管理系统--中文主页

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崔新壮

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教授

性别：男

在职信息：在职

所在单位：土建与水利学院

入职时间：2004-07-16

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当前位置中文主页 >> 科学研究 >> 论文成果

[101] 崔新壮. In situ tests simulating traffic-load-induced settlement of alluvial silt subsoil. Soil Dynamics and Earthquake Engineering, 2014.
[102] 崔新壮 and 张炯. Improvement of Permeability Measurement Precision of Pervious Concrete. Journal of Testing and Evaluation, 43, 812, 2015.
[103] 张炯 and 崔新壮. Numerical Simulation of Consolidation Settlement of Pervious Concrete Pile Composite Foundation unde. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2016.
[104] 曹卫东 , 刘树堂 and 崔新壮. Determination of compacting temperatures of rubberized asphalt mixtures containing warm mix asphalt . Applied mechanics and materials, 99-100, 875, 2011.
[105] 张炯 and 崔新壮. Experimental simulation of rapid clogging process of pervious concrete pavement caused by storm wate. International Journal of Pavement engineering, 20, 24, 2018.
[106] 崔新壮 and 张炯. Experimental simulation study on pore clogging mechanism of porous pavement. Construction and building materials, 187, 803, 2018.
[107] 张炯 and 崔新壮. Clogging of pervious concrete pile caused by soil piping: an approximate experimental study. Canadian Geotechnical Journal, 55, 999, 2018.
[108] 崔新壮 and 张炯. Sediment transport and pore clogging of a porous pavement under surface runoff. Road Materials and Pavement Design, 18, 240, 2017.
[109] 崔新壮 and 张炯. Numerical study on seepage flow in pervious concrete based on 3D CT imaging. Construction and building materials, 161, 468, 2018.
[110] 崔新壮 and 张炯. Laboratory simulation tests of effect of mechanical damage on moisture damage evolution in hot-mix a. International Journal of Pavement engineering, 16, 699, 2015.
[111] 金青 , 崔新壮 and 张炯. Effects of specimen size and crack depth ratio on double-K fracture model parameters of roller compa. Recent Developments in Evaluation of Pavements and Paving Materials，ASCE, 2014.
[112] 崔新壮 and 张炯. Experimental Study of the Effect of RCC Specimen Size and Crack Depth Ratio on Double-K Fracture Par. Journal of Testing and Evaluation, 43, 336, 2015.
[113] 金青 , 崔新壮 and 张炯. Experimental Study on Pore Clogging of a Porous Pavement under Surface Runoff. Design, Analysis, and Asphalt Material Characterization for Road and Airfield Pavements, ASCE, 138, 2014.
[114] 崔新壮 and 金青. 刚性桩横向承载力的数值分析. 《岩土力学》, 2006.
[115] 崔新壮 and 金青. 轮载作用下饱水沥青路面的动力响应. 《山东大学学报》, 2008.
[116] 崔新壮 and 金青. Study on the key technology of hot regeneration of plant-mixed asphalt material. Advanced Materials research, 2014.
[117] 崔新壮 and 金青. Stability and Reinforcement of Guardrail Post in Central Separate Belt of Expressways Based on MCPT. Second International Symposium on Engineering Mechanics and its Applications, 2013.
[118] 崔新壮 and 金青. 一种修正的莫尔-库仑模型及其应用. 山东大学学报,, 2006.
[119] 刘树堂 , 崔新壮 and 曹卫东. Effect of crumb rubber particle size and content on properties of crumb rubber modified (CRM) aspha. Applied mechanics and materials, 99-100, 955, 2011.
[120] 崔新壮 and 张炯. Improvement of Permeability Measurement Precision of Pervious Concrete. Journal of Testing and Evaluation, 43, 812, 2015.

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