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

[61] 金青 , 崔新壮 , 商庆森 and 姚占勇. General solving method of energy dissipation rate of deforming region in upper-bound analysis for Co. Key Engineering Materials, 2006.
[62] 张炯 and 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, 43, 336, 2015.
[63] 金青 and 崔新壮. 轮载作用下饱水沥青路面的动力响应. 《山东大学学报（哲学社会科学版）》, 2008.
[64] 金青 , 崔新壮 and 商庆森. Numerical simulation of dynamic pore pressure in asphalt pavement. Journal of southeast university, 2009.
[65] 金青 and 崔新壮. 一种修正的莫尔-库仑模型及其应用. 山东大学学报,, 2006.
[66] 金青 , 崔新壮 and 姚占勇. Dynamic Behaviors of Rock with Initial Damage under Blasting Load. Progress of Safety Science and Technology in mining, 2007.
[67] 张炯 and 崔新壮. Improvement of Permeability Measurement Precision of Pervious Concrete. Journal of Testing and Evaluation, 43, 812, 2015.
[68] 崔新壮 and 金青. Laboratory tests on the engineering properties of sensor-enabled geobelts (SEGB). Geotext. Geomembr., 46, 66, 2018.
[69] 崔新壮 and 张炯. Experimental simulation of rapid clogging process of pervious concrete pavement caused by storm wate. International Journal of Pavement engineering, 20, 24, 2018.
[70] 张炯 and 崔新壮. Experimental simulation study on pore clogging mechanism of porous pavement. Construction and building materials, 187, 803, 2018.
[71] 崔新壮 and 张炯. Clogging of pervious concrete pile caused by soil piping: an approximate experimental study. Canadian Geotechnical Journal, 55, 999, 2018.
[72] 张炯 and 崔新壮. Sediment transport and pore clogging of a porous pavement under surface runoff. Road Materials and Pavement Design, 18, 240, 2017.
[73] 张炯 and 崔新壮. Numerical study on seepage flow in pervious concrete based on 3D CT imaging. CONSTRUCTION AND BUILDING MATERIALS, 161, 468, 2018.
[74] 崔新壮 , 金青 and 赵茉莉. A simplified model for evaluating the hardening behaviour of sensor-enabled geobelts during pullout . Geotextiles and Geomembranes, 47, 377, 2019.
[75] 管延华 , 崔新壮 and 金青. Large-scale test of sleeve valve pipe grouted overwet subgrades. International Journal of Physical Modelling in Geotechnics, 18, 131, 2018.
[76] 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.
[77] 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.
[78] 张炯 , 金青 and 崔新壮. 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.
[79] 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.
[80] 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.

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