[1] | WANG Qitong, SONG Shenyou, CHEN Weile, XIA Fengyong, CHEN Zhuojie. Study on Cushion Effect of Cement-Mixing-Pile Composite Foundation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 211-215. doi: 10.13204/j.gyjzG22082308 |
[2] | LI Tianbao, XU Jiapei, LIU Kaifu. EFFECT OF RIGID PILES ON BEARING PROPERTIES OF COMPOSITE FOUNDATION WITH GEOGRID-REINFORCED CUSHIONS SUPPORTED WITH PILES SUBJECTED TO CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 137-142. doi: 10.13204/j.gyjzG20112307 |
[3] | YANG Tao, SHENG Zhicheng, WANG Hengdong. ONE DIMENSIONAL ANALYTICAL SOLUTION FOR CONSOLIDATION OF A COMPOSITE GROUND WITH T-SHAPED DEEP CEMENT MIXING COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 102-108. doi: 10.13204/j.gyjz202003017 |
[4] | CHEN Tianlei, NIU Mengshi, XIE Sa. DESIGN PARAMETERS OF SDS-PILE COMPOSITE FOUNDATION IN SELF-WEIGHT COLLAPSIBLE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 16-21. doi: 10.13204/j.gyjz202006004 |
[5] | Zhou Ruxia, Gong Weiming, Yang Le, Bai Ping. EXPERIMENTAL STUDY ON BEARING PERFORMANCE OF STEEL PIPE PILE COMPOSITE FOUNDATION CONSTRUCTED BY TOP- DOWN METHOD UNDER VERTICAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 89-94. doi: 10.13204/j.gyjz201204019 |
[6] | Ren Wenyuan, Zhang Aijun, Xie Dingyi. RESEARCH ON THE AFTER-WORK SHALLOW REINFORCEMENT OPTIMIZATION TECHNOLOGY OF GRANULAR PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 88-92. doi: 10.13204/j.gyjz201011022 |
[7] | Ji Maowei, Gao Yongtao, Cheng Ziqiao, Wu Shunchuan, Liu Yang. NUMERICAL SIMULATION ON THE REINFORCING EFFECT OF THE TOP-EXTEBDED CFG PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 73-77,115. doi: 10.13204/j.gyjz201001019 |
[8] | Li Chuanxun, Xie Kanghe, Lu Mengmeng, Yu Kun. THE CRITICAL EDGE LOAD OF COMPOSITE GROUND REINFORCED BY STONE COLUMNS UNDER RIGID FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 62-66. doi: 10.13204/j.gyjz200910016 |
[9] | Tu Yongming, Zhang Jiwen, Zeng Juncheng. STUDY ON THE NEW PRECAST CIRCULAR-PLATE PILE CAP IN THE CFG PILE COMPOSITE FOUNDATION OF HIGH-SPEED RAILWAY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 80-83. doi: 10.13204/j.gyjz200812021 |
[10] | Yang Qingguang, Zhang Keneng, Liu Jie. EXPERIMENT ON BEARING CHARACTERISTICS OF LONG-SHORT CEMENT-SOIL PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 72-74105. doi: 10.13204/j.gyjz200803020 |
[11] | Zhang Yanmei, Zhang Xudong, Zhang Hongru. NUMERICAL SIMULATION OF ANTI2LIQUEFACTION CHARACTERISTIC OF STONE COLUMNS COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 59-63. doi: 10.13204/j.gyjz200802017 |
[12] | Yang Tao, Li Guowei. FIELD TESTS ON PILE2SOIL STRESS RATIO OF CEMENT2SOIL MIXED PILE COMPOSITE GROUND UNDER EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 64-67. doi: 10.13204/j.gyjz200802018 |
[13] | Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015 |
[14] | Zhao Honghua, Han Xuanjiang. DEFORMATION STUDY ON COMPOSITE FOUNDATION WITH CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 63-65. doi: 10.13204/j.gyjz200706016 |
[15] | Xu Biao, Wang Qi-zhi. DEFORMATION PROPERTY OF PILE GROUP COMPOSITE FOUNDATION IN LAYERED SOIL SUBJECTED TO A HORIZONTAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 88-92. doi: 10.13204/j.gyjz200712021 |
[16] | Yang Tao, Li Guo-wei. NUMERICAL ANALYSIS OF CONSOLIDATION BEHAVIOR OF COMPOSITE GROUNDWITH UNDRAINED PILES UNDER EMBANKMENT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 61-63,93. doi: 10.13204/j.gyjz200711016 |
[17] | Fan Weixia, Zhou Jian, Yu Yanan, Liu Keping. STUDY ON COEFFICIENT B IN BEARING CAPACITY FORMULA OF CFG PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 71-75. doi: 10.13204/j.gyjz200603019 |
[18] | Duan Yonghui, Xiao Zhaoran, Zhang Zhao. RESEARCH AND COMPARATION OF MECHANICAL BEHAVIORS OF COMPOSITE FOUNDATION WITH RIGID PILES AND THE ONE WITH FLEXIBLE PILES BY 3-D FEM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 54-56. doi: 10.13204/j.gyjz200602016 |
[19] | Li Haifang, Gong Xiaonan, Wen Xiaogui. ANALYSIS OF DISPLACEMENT IN DIFFERENT DEPTH OF LOW-STRENGTH PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 47-49. doi: 10.13204/j.gyjz200501014 |
[20] | Liu Zhigang, Wang Qizhi, Peng Shengen. DEFORMATION BEHAVIOR OF COMPOSITE FOUNDATION UNDER HORIZONTAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 60-63. doi: 10.13204/j.gyjz200502017 |