周勇,朱伟,崔新壮,郝学臣等. 公路改扩建旧路基强夯加固技术. 北京:
人民交通出版社,2010王爱营,崔新壮,朱万生. 公路地基处理技术与应用.
济南市:
山东大学出版社, 2009.朱万生,王涛,崔新壮. 含盐水泥土桩耐久性技术. 济南:山东大学出版社, 2009.
姚占勇《公路施工常用数据手册》,2007,人民交通出版社. 崔新壮编写地基处理部分 CUI X Z. Real-
时间 diagnosis method of compaction state of subgrade during dynamic compaction. Geotechnical Testing Journal, ASTM, 2010, 33(4) : 299-303 (SCI \u0026 EI)CUI X Z. Development and Calibration of an Electronic Miniature Cone Penetrometer for
设计 of Small Piles in Silty Clays. Journal of Testing and Evaluation, ASTM, 2011, 39(5): 463-467 (SCI \u0026 EI)CUI X Z. Dynamic Numerical Analysis of Antimoisture-damage Mechanism of Permeable Pavement Base. International Journal of Geomechanics, ASCE, 2010, 10(6): 230-235 (EI)CUI X Z, JIN Q, SHANG Q S and YAO Z Y. General solving method of
能量 dissipation rate of deforming region in upper-bound analysis for Coulomb material. Key Engineering Materials, 2006, 308: 1439-1444 (SCI \u0026 EI)CUI X Z, JIN Q, SHANG Q S and LIU S T. Mohr-Coulomb model considering variation of elastic modulus and its application. Key Engineering Materials, 2006, 306: 1445-1448 (SCI \u0026 EI) CUI Xinzhuang. Limit Analysis of Stability of Circular Foundation Pit. WSEAS Transactions on Applied and Theoretical Mechanics, 2007,2(12): 274-285 (SCI \u0026 EI)CUI X Z, JIN Q and SHANG Q S. Numerical simulation of dynamic pore
压强 in asphalt pavement. Journal of SoutheastUniversity(English Edition), 2009, 25(1): 79-82 (EI)CUI X Z. In-Situ Dynamic Compaction Tests on Subgrade for Reconstruction of Old Roadto Expressway. Geotechnical special publication, 2009, 191: 118-123 (EI)CUI X Z. On Dynamic Pore
压强 in Moisture Damage of Asphalt Pavement. Geotechnical special publication, 2009, 195: 121-125 (EI) CUI X Z. Development of Electronic Miniature Cone Penetrometer and Penetration Test in Silty Clay. Geotechnical special publication, 2011, 215: 108-115 (EI) CUI X Z. Limit Analysis of Stability of Geosynthetics Reinforced Road Embankment. Geotechnical special publication, 2011, 216: 180-187 (EI) CUI X Z. Stability and Reinforcement of Guardrail Post in Central Separate Belt of Expressways Based on MCPT. Geotechnical special publication, 2011, 215: 116-123 (EI) CUI Xinzhuang, LIU Naike, CAO Weidong. Drainage
表演 Analysis of Pavement Structure with Permeable Base Course and Edge Drainage System. Applied Mechanics and Materials Vols. 99-100 (2011): 875-880 Cui Xinzhuang, YaoZhanyong, Shang Qingsen and Jiang Qi. Safe distances of human and buildings during dynamic compaction. Progress in Safety Science and Technology, 2006.10 (EI\u0026ISTP)Cui Xinzhuang, YaoZhanyong, Jin Qing. Dynamic Behaviors of Rock with Initial Damage under Blasting Load. Progress of Safety Science and Technology in mining, 2007.4 (EI\u0026ISTP)LIU S T, CAO W D, GAO X C, CUI X Z, SHANG Q S. Experimental study on soil stabilized with firming agent and lime. Geotechnical special publication, 2009, 191: 154-160 (EI)CAO W D, YAO Z Y, LIU S T and CUI X Z.
表演 of composite modified asphalt with Trinidadlake asphalt used as waterproofing material for bridge deck pavement. Journal of Testing and Evaluation, ASTM, 2009, 37(5): 463-467 (SCI)Wei-dong Cao, Shu-tang Liu, Xin-
壮语 Cui. Determination of compacting temperatures of rubberized asphalt mixtures containingwarm mix asphalt additives. Applied Mechanics and Materials Vols. 99-100 (2011): 875-880Wei-dong Cao, Shu-tang Liu, Xin-zhuang Cui. Effect of Crumb Rubber Particle Size and Content on Properties of Crumb Rubber Modified (CRM) Asphalt. Applied Mechanics and Materials Vols. 99-100 (2011): 955-959 Cui Xinzhuang, Ding Hua. A modified mohr-coulomb constitutive model and its application. The Sixth World Congress on Computational Mechanics, 2005.9, Beijing (EI)Chen Shihai, Cui Xinzhuang. Attenuation law of explosive
应力 wave in damaged rock
质量 Journal of Coal Science and Engineering , 2001, 7(2):57-60 (EI)崔新壮. 交通荷载作用下低路基软粘土
地基累积
沉降规律研究. 中国公路学报,2009, 22(4): 1-8 (EI)崔新壮,
姚占勇,
商庆森,冯洪波。加筋土坡临界高度的极限分析。中国公路学报,2007,1:1-5 (EI)崔新壮, 金青,
朱维申 圆形放坡基坑临界深度极限分析. 土木工程学报, 2007,1: 60-64 (EI)崔新壮. 交通荷载作用下黄河三角洲低液限粉土地基累积沉降规律研究. 土木工程学报, 2011 (EI)崔新壮, 丁桦. 刚性桩横向承载力的三维极限分析。岩石力学与工程学报,2006,25(3):641-646 (EI)崔新壮,丁桦. 横向载荷作用下刚性桩
变位规律研究。岩土力学,2006, 27(7) :1092-1096 (EI )崔新壮,
丁桦,
段祝平 微型触探仪的研制及粉质粘土中的静力触探试验研究. 实验力学, 2005, 20(2) :207-211 崔新壮,丁桦. 粉质粘土中的刚性桩在横向载荷作用下失稳的试验研究. 岩土力学,2004,25(11):1744-1748 (EI)崔新壮,
姚占勇,商庆森. 横向荷载作用下浅埋薄壁圆管桩的稳定性研究。岩土力学,2006,10:839-843 (EI )吕国仁, 崔新壮. 旧路改建高速公路中
地基强夯效应测试与工艺参数分析. 岩土力学, 2008, 29(9): 2542-2546 (EI)金青,崔新壮,刘正银。刚性桩横向承载力的数值分析。岩土力学, 增刊, 2006:814-817 (EI)蒋奇,隋青美, 崔新壮. 光纤光栅锚杆传感在隧道应变监测中的技术研究. 岩土力学, 增刊, 2006: 315-318 (EI)
陈士海,崔新壮. 含损伤岩石的动态损伤本构关系. 岩石力学与工程学报,2002,21:45-49 (EI)崔新壮, 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, 38(5): 19-24 崔新壮,
商庆森,
姚占勇 强夯在威乳高速公路改建工程中的应用研究及一般性推广。山东大学学报, 2008, 38(4): 53-56 崔新壮,金青. 一种修正的莫尔-库仑模型及其应用. 山东大学学报, 2006, 36(2):105-108 崔新壮, 金青, 商庆森. 库仑材料平面轴对称问题极限分析。山东大学学报, 2006, 36(3):101-103 崔新壮, 王爱营, 刘雁冰, 冯洪波。考虑岩土体变形的边坡临界高度上限解。山东大学学报, 2006, 36(5) :88-93 崔新壮, 甘久彤, 丁桦。高速公路中央分隔带护栏立柱稳定性分析及加固方案研究。公路交通科技, 2004, 5:74-77 崔新壮,
丁桦 静力触探锥头阻力的近似理论与实验研究进展。力学进展, 2004,2:251-262 王涛, 崔新壮等. 等级路改建高速公路引起的
地基沉降规律研究. 公路与汽运, 2008, 2: 81-83董琳琳, 崔新壮. 道路改建引起的地基固结
差异沉降规律研究. 公路与汽运, 2008, 5: 60-63 崔新壮,
姚占勇,商庆森,刘树堂. 关于路面力学计算中的几点思考. 华东公路, 2006,4:39-43 崔新壮, 李卫民,
段祝平,陈士海。爆炸
应力波在各向同性损伤岩石中的衰减规律。爆炸与冲击, 2001,21(1): 35-39 崔新壮, 李卫民,
陈士海. 含初始损伤的水泥砂浆材料的动态本构关系研究. 工程爆破, 2001, 7(2):1-4 崔新壮, 陈士海, 刘德成。在裂隙岩体中传播的应力波的衰减机理。工程爆破, 1999, 5(1) 崔新壮, 陈士海, 陈大华。测定损伤的特征比功法。工程爆破, 1999, 5(1):32-36车华桥, 崔新壮.基于压实度控制的旧路堤夯击能确定方法研究. 公路, 2010, 8: 17-20刘乃科, 崔新壮等. 带边缘排水系统的排水性基层路面结构排水性能分析. 公路, 2011, 2: 4-8王爱营, 崔新壮.
路基稳定性的影响因素研究。公路与汽运, 2008, 3:75-78朱万生, 崔新壮, 车华桥, 董琳琳. 道路扩建中路基不均匀沉降和纵向开裂机理研究. 公路交通科技, 2009, 10: 76-78董琳琳, 崔新壮. 压实度对中高路堤沉降影响的数值分析. 公路, 2009, 7: 17-20王爱营, 董琳琳, 崔新壮. 黄泛区公路路基压实标准的研究. 路基工程, 2009, 6: 34-36王爱营, 崔新壮. 强夯引起的路基不均匀性对路面弯沉的影响. 公路交通科技, 2010, 6: 47-49王爱营, 崔新壮. 强夯施工中邻近建筑物和人员安全距离的研究. 公路交通科技, 2010, 7: 167-169朱万生, 崔新壮, 王涛. 路基沉降与稳定性的同步计算分析. 路基工程, 2010, 6: 4-6吕国仁, 崔新壮, 董琳琳. 公路高大边坡加固与绿化综合处治. 地下空间与工程学报, 2008, 4:761-765
陈士海,崔新壮. 水耦合装药与全耦合装药爆破效能讨论. 爆破, 1998, 15(2):48-52吕国仁, 崔新壮. 高速公路路堑预裂爆破开挖技术. 山东交通科技, 2008, 2: 44-45谭 伟, 张崇高, 曹卫东, 崔新壮. 轮胎/ 路面噪声机理与降噪路面. 公路与汽运, 2008, 4:85-87 崔新壮等. 土木工程专业本科生毕业论文(设计)现状调查与分析。高等建筑教育,2009,18(1):105-108