论文: (1)徐丽娜,牛雷,郑俊杰.季冻区玄武岩纤维水泥土无侧限抗压强度试验.土木工程与管理学报,2019,36(6):132-137.(中文核心) (2)徐丽娜,牛雷,张颖,王军.冻融循环作用下玄武岩纤维水泥土力学性质研究.工业建筑,2020,50(3):109-113.(中文核心) (3)徐丽娜,牛雷,张婷,王亚波.玄武岩纤维和水泥加固河床淤泥土无侧限抗压强度的试验研究.工业建筑,2020,50(2):109-112.(中文核心) (4)徐丽娜,牛雷,张婷.玻璃纤维水泥土抗冻性能试验研究.建筑结构,2020,50(S1):1-5. (5)徐丽娜,牛雷,张婷,王亚波.冻融循环作用下土的性质对纤维水泥土力学性质的影响.科学技术与工程,2020,20(21):08746-04.(中文核心) (6)Lina Xu, Lei Niu. Effect of polypropylene fiber on frost resistance of cemented soil. Materiale Plastice, 2020, 57(2): 78-86. (7)Lina Xu, Lei Niu. Frost resistance and durability of cemented soil reinforced with glass fiber under freeze-thaw cycle. Test Engineering & Management, 2020 May-June, PP.20549-20557. (8)Xu Lina, Song hang*, Qian Yongmei. Integrity Evaluation of Large Diameter Pile Foundation Based ON Grey Clustering Theory, EKOLOJI, 2018,27(106):1307-1313.(SCI检索) (9)Lina Xu*, Xuedong Guo, Lei Nie, Yongmei Qian. Simulation Study of the Load-settlement Behavior of a Single Pile Using the Osterberg-cell Test Based on the Load Transfer Theory, The Open Civil Engineering Journal, 2016, 10: 813~825.(EI检索) (10)Lina Xu. Study on the simulation test for Osterberg cell test of large pile, Progress in Civil, Architectural and Hydraulic Engineering IV, Guangzhou, 2015.6.20-2015.6.21.(EI检索) (11)Lina Xu*, Guoxue Dong, Nie Lei, Yongmei Qian. Back Analysis on Mechanical Parameters of Interface between Pile and Soil Based on BP Neural Network, International Journal of Earth Sciences and Engineering, 2016.12.15, 9(6): 2802~2809. (12)钱永梅,梁松廷,张烨,徐丽娜.黏土含水率对挤扩多盘桩抗压承载力影响的试验研究,工业建筑, 2017.8.1, 47(增刊): 437~441. (13)钱永梅,滕达,王若竹,徐丽娜.对比半截面桩与全截面桩土体抗压破坏机理的原状土试验研究,工业建筑, 2017.6.1, 47(增刊): 297~300. (14)钱永梅,张烨,孙占珩,徐丽娜.承力盘悬挑长度对抗压桩影响研究,低温建筑技术, 2017.7.28.夏季, 39(7): 82~87. 专利: 徐丽娜,张晗,金玉杰,王帆,张扬,胡亚军,郭宇明,一种预留加固孔槽的桥区装配式挡墙,2018.12.14,中国,ZL201820594435.7 徐丽娜,金玉杰,姜檬,钱永梅,牛雷,一种大型多段原状土取土器,2018.11.02,中国,ZL201820577651.0 徐丽娜,张晗,程兰亭,孙晓宇,裂缝深度测试仪换能器测试固定框架,2018.11.13,中国,ZL201820708299.X 徐丽娜,牛雷,张晗.一种带可拆卸透水槽的透水砖和透水槽拆卸工具, 2019-04-05,中国,ZL201821402788.9(专利) 徐丽娜,牛雷,金玉杰,姜浩,朱世奇,王军.一种装配式绿化带结构, 2019-08-03,中国,ZL201920025988.5 |