[1] | LIN Bin, ZHAO Yongjia, LI Huaixin, TIAN Zhuhua, WANG Peng. Stress Transfer Models of Soil Arching and Their Differences of Patterns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 182-188. doi: 10.13204/j.gyjzG21092318 |
[2] | 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 |
[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] | MA Hailong, BAO Yanran, MA Yufei, YAO Wenhong. LOAD-TRANSFER LAWS OF A SINGLE PILE AND DETERMINATION OF REASONABLE POSITIONS FOR GROUTING ON PILE SIDES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 173-176,196. doi: 10.13204/j.gyjzG20091705 |
[5] | ZHOU Peng, MA Hailong. NUMERICAL ANALYSIS ON LOAD TRANSFER OF TENSILE PILES AND BOTTOM-UPLIFTED PILES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 147-152. doi: 10.13204/j.gyjzG20040901 |
[6] | Huang Ting Dai Guoliang Wu Bin, . MODEL TESTS ON NEGATIVE SKIN FRICTION ON PILES CONSIDERING SEQUENCE LOADED ON PILE HEAD AND SURCHARGE AROUND PILES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 98-102. doi: 10.13204/j.gyjz201506020 |
[7] | 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 |
[8] | 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 |
[9] | Hu Huanxiao, Liu Jing, Wu Haitao, Zhou Lixiang. THREE-DIMENSIONAL NUMERICAL ANALYSIS OF SOIL ARCHING EFFECT SURROUNDING ANTI-SLIDE PILE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 88-93. doi: 10.13204/j.gyjz201003020 |
[10] | Yi Yaolin, Liu Songyu. NUMERICAL ANALYSIS OF BEHAVIOR OF T-SHAPED CEMENT-SOIL DEEP MIXING PILE COMPOSITE FOUNDATION UNDER EMBANKMENT LOADS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 63-68. doi: 10.13204/j.gyjz200811016 |
[11] | 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 |
[12] | Shen Baohan. THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 5-12. doi: 10.13204/j.gyjz200805002 |
[13] | Guo Yuancheng, Li Mingyu, Wang Junli, Zhou Tonghe. FIELD EXPERIMENT ON DYNAMICS CHARACTERS OF LONG-SHORT-PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 53-56. doi: 10.13204/j.gyjz200705014 |
[14] | Nie Rusong, Leng Wuming, Deng Zongwei, Zhao Jian. 3D FINITE ELEMENT RESEARCH ON SOIL ARCHING EFFECT BETWEEN THE PASSIVE SQUARE PILES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 47-52. doi: 10.13204/j.gyjz200707015 |
[15] | Zhang Shimin, Yu Feng. LOAD TRANSFER AND BEARING CAPACITY OF PILES JACKED INTO SANDY DEPOSITS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 61-64. doi: 10.13204/j.gyjz200705016 |
[16] | Qin Jie, Shen Shi-zhao. CONSTRUCTION TECHNOLOGY AND EXPERIMENTAL STUDY ON PRESTRESSED CABLE ARCH STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 91-94. doi: 10.13204/j.gyjz200605024 |
[17] | Peng Fuming, Yue Qingrui, Hao Jiping, Yang Yongxin. LOAD TRANSFER ANALYSIS OF STEEL STRUCTURES REPAIRED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 26-30,109. doi: 10.13204/j.gyjz200508006 |
[18] | Pei Jie, Shui Weihou, Cao Hui. NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 50-54,49. doi: 10.13204/j.gyjz200507015 |
[19] | Chun Lun, Wang Haiyan, Shen Baohan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON UNIT SHAFT RESISTANCE AND UNIT END RESISTANCE OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 15-18,39. doi: 10.13204/j.gyjz200403004 |
[20] | Chen Lun, Wang Haiyan, Shen Baohan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 5-8. doi: 10.13204/j.gyjz200403002 |