[1] | ZHU Xiaojun, HE Zhenyu. Experimental Study on the Mechanical Characteristics of Piled Rafts Under Vertical-Horizontal Combined Loads[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 179-186. doi: 10.13204/j.gyjzG21012103 |
[2] | YU Jianfei, ZHANG Jing, YANG Shifei. Field Tests of Drag Loads on Prestressed Pipe Piles in Deep Soft Soil of Large Fill Sites[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 143-149,64. doi: 10.13204/j.gyjzG20110501 |
[3] | 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 |
[4] | DU Siyi, LI Chenhui. IMPROVEMENT OF THE SIMPLE CONVERSION METHOD FOR LOAD-SETTLEMENT CURVES IN SELF-BALANCE TESTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 145-150. doi: 10.13204/j.gyjzG20022605 |
[5] | WANG Zhaohui, CHEN Tianlei. EXPERIMENTAL STUDY ON A NOVEL PILE WITH NEGATIVE FRICTIONAL RESISTANCE-REDUCED ACTIVELY IN COLLAPSIBLE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 151-157,144. doi: 10.13204/j.gyjzG20062403 |
[6] | DIAO Yu, JIN Zhuangzhuang, HUANG Sheng, YANG Chao, ZHU Pengyu, BI Cheng, MA Aoyang. RESEARCH ON MECHANICS OF OBLIQUE-VERTICAL ALTERNATE PILES IN SLOPES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 91-96. doi: 10.13204/j.gyjzG20031006 |
[7] | CHEN Tianlei, XIE Sa, WU Jian. IMMERSION TEST RESEARCH ON NEGATIVE FRICTION RESISTANCE FOR SOIL DISPLACEMENT SCREW PILES IN SELF-WEIGHT COLLAPSIBLE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 11-15. doi: 10.13204/j.gyjz202006003 |
[8] | Wu Jianqing, Zhang Chonggao, Song Xiuguang, Zhang Hongbo. A MODEL TEST STUDY OF MECHANICAL BEHAVIOR FOR THE DISPERSED PRESSURE RETAINING WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 83-87. |
[9] | Zhang Min, Ma Jianlin, Chai Rui, Wu Weisheng. STUDY OF INFLUENCE OF SHEAR RING ON FORCE AND DEFORMATION PROPERTIES OF STEEL TUBULAR COMPOSITE PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 67-72,88. doi: 10.13204/j.gyjz201311016 |
[10] | Zhang Zhi-hao, Zhang Hui-le, Han Xiao-meng. OPTIMIZATION ANALYSIS OF INDOOR MODEL TEST SCHEME FOR ROCK-SOCKED FOUNDATION PILE IN KARST AREA[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 84-89. doi: 10.13204/j.gyjz201209019 |
[11] | LüFanren, Shao Hongcai, Jin Yaohua. EXPERIMENTAL STUDY ON BEARING CAPACITY COMPARISON BETWEEN SYMMETRIC DOUBLE GROUP PILES UNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 102-105. doi: 10.13204/j.gyjz2011205019 |
[12] | Zhang Huile, Liu Zhong, Zhao Yanfei, Liu Jianguo. PULL-OUT MODEL TEST ON TENSION UNDERREAMED ANCHOR[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 49-52. doi: 10.13204/j.gyjz201102013 |
[13] | Cheng Zehai, Wang Linghan. RESEARCH ON EFFECT OF WATER LEVEL FALL ON VERTICALLY LOADED SINGLE PILE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 71-74. doi: 10.13204/j.gyjz200905015 |
[14] | Zhang Jianxin, Zhao Jianjun, Sun Shiguang. MODEL TEST AND ANALYS IS OF EXCESS PORE WATE PRODUCED BY DRIVING PILE GROUP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 76-78. doi: 10.13204/j.gyjz200901016 |
[15] | Qiang Xiaojun, Wan Changhong, Jiang Huihuang. ANALYSIS AND COMPARISON OF MODEL TEST REINFORCED EMBANKMENT BY PILE NET WITH PILE CAP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 75-80. doi: 10.13204/j.gyjz200905016 |
[16] | Zheng Zequn, Fang Zhenzheng, Chen Hongyuan. PLEXIGLASS MODEL TEST OF OPEN-SPANDREL RIGID ARCH BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 43-47. doi: 10.13204/j.gyjz200806013 |
[17] | He Jie, Liu Jie, Chen Keliang, Min Changqing. EXPERIMENT OF COMPACTING EFFECTS OF STATIC PILING IN CLAY GROUND WITH TAPERED PILE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 74-75,109. doi: 10.13204/j.gyjz200801018 |
[18] | Nie Weidong, Lu Jianfei. INFLUENCE OF DIFFERENT COMPATIBILITY CONDITIONS BETWEEN PILE AND SOIL ON DYNAMIC RESPONSE OF A SINGLE PILE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 55-59. doi: 10.13204/j.gyjz200708015 |
[19] | Yu Zongwei, Xu Kui, Li Zhen. VALIDATING ANALYSIS OF SEVERAL KINDS OF PREDICTION MODELS OF SINGLE-PILE ULTIMATE BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 64-67. doi: 10.13204/j.gyjz200708017 |
[20] | Wang Zhiliang, Zang Xueyi. STUDY ON SPALLING PHENOMENON OF PILE-DRIVING WITH HAMMER IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 36-39. doi: 10.13204/j.gyjz200510012 |