[1] | ZHOU Zhijun, TIAN Yeqing, ZHANG Mingyi, WANG Kangchao, ZHU Shanshan. Analysis on Bearing Characteristics of Pile Groups with Post-Grouting at Pile Ends in Loess Areas[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 182-190. doi: 10.3724/j.gyjzG22090209 |
[2] | YANG Shichun. CALCULATIONS AND EXPERIMENTAL ANALYSIS OF THE ULTIMATE BEARING CAPACITY OF ROCK-SOCKETED CAST-IN-PLACE PILES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 143-148,194. doi: 10.13204/j.gyjzG20111802 |
[4] | Li Shen, Su Mingzhou, Li Feng. THE ELASTIC LATERAL STIFFNESS AND ULTIMATE CAPACITY OF V-ECCENTRIC BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 145-152. doi: 10.13204/j.gyjz201508027 |
[5] | Shen Baohan, Wang Yan, Zhou Qingchun, He Dexin, Liu Zhenliang. TEST STUDY AND APPLICATION OF DX PILE WITH FOUR BULBS AT WUHAN WWPROJECT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 8-15. doi: 10.13204/j.gyjz200902002 |
[6] | Shen Baohan, Wang Yan, Qi Di, Zhang Xinsheng, Sun Junping, He Dexin, Lan Lan. TEST STUDY OF DX PILES WITH THREE AND FOUR BULBS AT NBZK ELECTRIC POWER PLANT IN INNER MONGOLIA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 55-63. doi: 10.13204/j.gyjz200902007 |
[7] | Shen Baohan, Wang Haiyan, Sun Junping, He Dexin, Li Yanli, Liu Ying, Zeng Yajie. TEST STUDY OF DX PILES WITH SINGLE AND DOUBLE BULBS AT TANG SHAN HTW ELECTRIC PLANT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 16-25,122. doi: 10.13204/j.gyjz200902003 |
[8] | Shen Baohan, Lan Lan, Wang Yan, Liu Zhenliang, He Dexin. TEST STUDY OF DX PILESWITH DOUBLE BULBS AT HENAN HMQ ELECTRIC POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 38-44,63. doi: 10.13204/j.gyjz200902005 |
[9] | Shen Baohan, Wang Yan, Liu Zhenliang, He Dexin, Geng Yuping. TEST STUDY OF DX PILES WITH SINGLE AND DOUBLE BULBS AT NANYANG HNR THERMO-ELECTRIC PLANT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 26-37. doi: 10.13204/j.gyjz200902004 |
[10] | Shen Baohan, Wang Yan, Zhao Hui, Zhou Xiaobo, Wang Xing, He Jiandong, He Dexin, Qi Zhicheng. TEST STUDY OF COMPRESSION AND TENSION BEARING MECHANISM OF DX PILES WITH DOUBLE BULBS AT BEIJING BGFD WIND POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 45-54,79. doi: 10.13204/j.gyjz200902006 |
[11] | Shen Baohan, Wang Haiyan, Liu Zhenliang, He Dexin. TEST STUDY OF DX PILE WITH FOUR BULBS AT XI'AN SXD PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 1-7. doi: 10.13204/j.gyjz200902001 |
[12] | Shen Baohan. DX PILE AND ITS SEVERAL PROBLEMS OF VERTICAL BEARING CAPACITIES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 84-95. doi: 10.13204/j.gyjz200908022 |
[13] | Yang Lijun, Wang Wei, Zai Jinmin. THREE-PARAMETER MODEL FOR TIME-DEPENDENT BEARING CAPACITY OF PREFORMED PILE IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 54-57. doi: 10.13204/j.gyjz200806015 |
[14] | Shen Baohan. THE DETERMINATION OF VERTICAL ULTIMATE BEARING CAPACITY OF DX PILES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 13-17,27. doi: 10.13204/j.gyjz200805003 |
[15] | 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 |
[16] | Zou Dong-feng, Xu Han, Zhong Dong-bo. ISOLATION METHOD OF WIPING OFF UNEMPLOYED SEGMENT PILE SHAFT RESISTANCE IN STATIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 22-24. doi: 10.13204/j.gyjz200704007 |
[17] | Cai Jiangdong, Jiang Zhenquan. EXPERIMENTAL ANALYSIS OF THE CHARACTER OF SHAFT RESISTANCE ALONG LARGE DIAMETER SOCKETED PILE CASTED IN SOFT ROCK[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 40-43. doi: 10.13204/j.gyjz200601013 |
[18] | Liu Junlong. THE PILE DRIVING PRESSURE AND THE ULTIMATE BEARING CAPACITY OF PILE DRIVING BY STATIC FORCE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 64-68. doi: 10.13204/j.gyjz200502018 |
[19] | Lu Hailin, Sun Chengfang, Yue Lin. EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013 |
[20] | Shen Baohan, Chen Lun, Wang Haiyan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON FRICTIONAL RESISTANCE AND END BEARING OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 9-14,29. doi: 10.13204/j.gyjz200403003 |