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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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[121] 崔新壮 and 张炯. Numerical Simulation of Consolidation Settlement of Pervious Concrete Pile Composite Foundation unde. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2016.
[122] 刘树堂 , 崔新壮 and 曹卫东. Determination of compacting temperatures of rubberized asphalt mixtures containing warm mix asphalt . Applied mechanics and materials, 99-100, 875, 2011.
[123] 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.
[124] 刘树堂 , 崔新壮 and 曹卫东. Determination of compacting temperatures of rubberized asphalt mixtures containing warm mix asphalt . Applied mechanics and materials, 99-100, 875, 2011.
[125] 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.
[126] 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.
[127] 崔新壮 and 金青. 刚性桩横向承载力的数值分析. 《岩土力学》, 2006.
[128] 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.
[129] 崔新壮 , 商庆森 and 金青. 库仑材料平面轴对称问题极限分析. 《山东大学学报》, 2006.
[130] 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.
[131] 崔新壮 , 朱维申 and 金青. 圆形放坡基坑临界深度极限分析. 《土木工程学报》, 2007.
[132] 崔新壮 , 姚占勇 and 金青. Dynamic Behaviors of Rock with Initial Damage under Blasting Load. Progress of Safety Science and Technology in mining, 2007.
[133] 崔新壮 , 商庆森 , 刘树堂 and 金青. Mohr-Coulomb model considering variation of elastic modulus and its application. Mohr-Coulomb model considering variation of elastic modulus and its application, 2006.
[134] 崔新壮 , 商庆森 , 姚占勇 and 金青. General solving method of energy dissipation rate of deforming region in upper-bound analysis for Co. Key Engineering Materials, 2006.
[135] 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.
[136] 崔新壮 and 金青. Study on the key technology of hot regeneration of plant-mixed asphalt material. Advanced Materials research, 2014.
[137] 崔新壮 , 商庆森 and 金青. Numerical simulation of dynamic pore pressure in asphalt pavement. Journal of southeast university, 2009.
[138] 崔新壮 and 张炯. Improvement of Permeability Measurement Precision of Pervious Concrete. Journal of Testing and Evaluation, 43, 812, 2015.
[139] 崔新壮 and 张炯. Numerical Simulation of Consolidation Settlement of Pervious Concrete Pile Composite Foundation unde. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2016.
[140] 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.
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