Method and device for the waterproofing of joints and cracks in hydraulic works, concrete and masonry structures.

• 1. 对水工设施、混凝土和砌石结构中的接缝和裂缝进行防水的方法和装置 [P] . 中国专利： CN1329689A . 2002-01-02
• 2. 对水工设施等结构中的接缝或裂缝进行防水的方法和装置 [P] . 中国专利： CN1143030C . 2004.03.24
• 3. METHOD AND DEVICE FOR THE WATERPROOFING OF JOINTS AND CRACKS IN HYDRAULIC WORKS, CONCRETE AND MASONRY STRUCTURES. [P] . MXPA01005794A . 2002-03-27

  机译： 液压工程，混凝土和砌体结构中的节点和裂缝的防水方法和装置。

• 4. METHOD AND DEVICE FOR THE WATERPROOFING OF JOINTS AND CRACKS IN HYDRAULIC WORKS, CONCRETE AND MASONRY STRUCTURES [P] . ME00506B . 2011-10-10

  机译： 液压工程，混凝土和砌体结构中的节点和裂缝的防水方法和装置

• 5. METHOD AND DEVICE FOR THE WATERPROOFING OF JOINTS AND CRACKS IN HYDRAULIC WORKS, CONCRETE AND MASONRY STRUCTURES [P] . RS50132B . 2009-03-25

  机译： 液压工程，混凝土和砌体结构中的节点和裂缝的防水方法和装置

• 1. Experimental study on the compressive strength of grouted concrete block masonry based on nondestructive detection methods [J] . JIANG Hong-bin, LI Long-fei 哈尔滨工业大学学报（英文版） . 2009,第002期
• 2. Evaluation on waterproof performance of rubber joints for concrete pipes (1st report, Experiments on waterproof performance of rubber joints) [C] . Mitsuru MANABE, Yasuhiro ITTANDA, Shingo OKAMOTO 日本機械学会年度大会 . 2006
• 3. Blast simulator wall tests: Experimental methods and mitigation strategies for reinforced concrete and concrete masonry. [D] . Oesterle, Michael G. 2009
• 4. Evaluation Method of Relative Humidity Changes in Below-Grade Concrete Structure Space Depending on Different Waterproofing Material and Installation Method [O] . Ki-won An, Kyu-hwan Oh, Bo Jiang, 2020
• 5. Waterproofing underground concrete structures. [O] . Biggins Tim 1990
• 6. Styrene Acrylate Polymer Cement Concrete. Damage Evolution in Concrete. Analysisof Masonry Structures. Joints in Rectangular Hollow Sections [R] . Su, Z., Vervuurt, A., Chiaia, B., 1995

• 1. Social-Aware Joint Mode Selection and Link Allocation for Device-to-Device Communication Underlaying Cellular Networks [J] . Lianxin Yang ,Dan Wu ,Hongkui Shi . 中国通信 . 2018,第008期
• 2. Performance between the Hydraulic Gradient Method and the Perturbation Method for the Analysis of Water Supply Networks [J] . Iván Ayala Bizarro ,Elviz Quispe García ,Marco Lopez Barrantes . 环境科学与工程：A . 2020,第006期
• 3. Development of seismic fragility curves for low-rise masonry infilled reinforced concrete buildings by a coefficient-based method [J] . Ray Kai Leung Su ,Chien-Liang Lee . 地震工程与工程振动：英文版 . 2013,第2期
• 4. Joint Optimization of Channel Allocation, Link Assignment and Power Control for Device-to-Device Communication Underlaying Cellular Network [J] . TANG Rui ,ZHAO Jihong ,QU Hua . 中国通信 . 2015,第012期
• 5. 电沉积方法修复混凝土裂缝试验装置及相应参数的确定 [C] . 储洪强 ,蒋林华 . 中国水利学会水工结构专业委员会年会暨第八届全国水工混凝土建筑物修补和加固技术交流会 . 2005
• 6. 智能算法在水利工程中的应用研究——以风速预测和混凝土裂缝损伤评价为例 [A] . 韩存良 . 2013