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
Citation:
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
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
Citation:
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
Through an experimental research on thirty specimens of steel reinforced concrete and steel fiber reinforced concrete (SFRC)two-pile thick cap of 1∶5 model ratio, the main factors that influence the ultimate bearing capacity of SFRC two-pile thick cap are analyzed systematically.The calculation formula of the ultimate bearing capacity of SFRC caps is developed by method of the least-square.By comparing with common reinforced concrete thick caps, their ultimate bearing capacity is raised remarkably.
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
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