Wang Ruifang, Lei Xuewen. NUMERICAL ANALYSIS OF STRESS AND SETTLEMENT LAW OF RIGID PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 49-53. doi: 10.13204/j.gyjz200411013
Citation:
Wang Ruifang, Lei Xuewen. NUMERICAL ANALYSIS OF STRESS AND SETTLEMENT LAW OF RIGID PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 49-53. doi: 10.13204/j.gyjz200411013
Wang Ruifang, Lei Xuewen. NUMERICAL ANALYSIS OF STRESS AND SETTLEMENT LAW OF RIGID PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 49-53. doi: 10.13204/j.gyjz200411013
Citation:
Wang Ruifang, Lei Xuewen. NUMERICAL ANALYSIS OF STRESS AND SETTLEMENT LAW OF RIGID PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 49-53. doi: 10.13204/j.gyjz200411013
Taking nine CFG piles composite foundation as an example and using ANSYS numerical analysis, the characteristics of co-action among pile cap-padding layer-pile-soil in a composite foundation of pile cluster under vertical loading are studied, and load transmission law, pile-soil stress ratio, settlement and their influence factors of the composite foundation are systematically analysed.
Wang Ruifang, Lei Xuewen. NUMERICAL ANALYSIS OF STRESS AND SETTLEMENT LAW OF RIGID PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 49-53. doi: 10.13204/j.gyjz200411013
Wang Ruifang, Lei Xuewen. NUMERICAL ANALYSIS OF STRESS AND SETTLEMENT LAW OF RIGID PILES COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 49-53. doi: 10.13204/j.gyjz200411013