崔新壮山东大学主页平台管理系统--中文主页

登录　 山东大学　 English　

崔新壮

赞

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

学术荣誉：

访问量：

最后更新时间：..

当前位置中文主页 >> 科学研究 >> 论文成果

[81] 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.
[82] 崔新壮. Numerical Simulation of Consolidation Settlement of Pervious Concrete Pile Composite Foundation unde. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2016.
[83] 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.
[84] 张炯 , 金青 and 崔新壮. 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.
[85] 崔新壮 , 李术才 and 张炯. Deterioration of soil-cement pile in a saltwater region and its influence on settlement of composit. Journal of Performance of Constructed Facilities, 2016.
[86] 金青 and 崔新壮. 刚性桩横向承载力的数值分析. 《岩土力学》, 2006.
[87] 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.
[88] 金青 and 崔新壮. Study on the key technology of hot regeneration of plant-mixed asphalt material. Advanced Materials research, 2014.
[89] 崔新壮 , 商庆森 and 金青. Numerical simulation of dynamic pore pressure in asphalt pavement. Journal of southeast university, 2009.
[90] 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.
[91] 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.
[92] 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.
[93] 曹卫东 , 刘树堂 and 崔新壮. Effect of crumb rubber particle size and content on properties of crumb rubber modified (CRM) aspha. Applied mechanics and materials, 99-100, 955, 2011.
[94] 崔新壮. Improvement of Permeability Measurement Precision of Pervious Concrete. Journal of Testing and Evaluation, 2014.
[95] 崔新壮. Experimental study of the effect of RCC specimen size and crack depth ratio on double-K fracture par. Journal of Testing and Evaluation, 2015.
[96] 崔新壮. Dynamic responses and damage analyses of tunnel lining and errant large vehicle during collision. Tunnelling and Underground Space Technology, 2015.
[97] 崔新壮. Effects of embankment height and vehicle loads on traffic-load-induced cumulative settlement of soft. Arabian Journal of Geosciences, 2014.
[98] 崔新壮. Laboratory simulation tests of effect of mechanical damage on moisture damage evolution in hot-mix a. International Journal of Pavement engineering, 2014.
[99] 崔新壮. Deterioration of soil-cement pile in saltwater region and its influence on settlement of composite f. Journal of Performance of Constructed Facilities, 2014.
[100] 崔新壮. 损伤沥青混合料渗透性模型与水稳定性试验研究. 《中国公路学报》, 2014.

共152条 5/8

首页上页下页尾页页

版权所有 ©山东大学　地址：中国山东省济南市山大南路27号　邮编：250100　
查号台：（86）-0531-88395114
值班电话：（86）-0531-88364731　建设维护：山东大学信息化工作办公室　　