2[1]McClelland B,Focht J.Soil Modulus for Laterally Loaded Piles[R].Transactions of the ASCE,1958,123,1 049- 1 086.
3[2]Matlock H.Correlations for Design of Laterally Loaded Piles in Soft Clay[A].Proc.2nd Offshore Technology Conf.,OTC 1204,Houston,1970,1: 577-594.
4[3]API.Recommended Practice for Planning,Designing and Constructing Fixed Offshore Platforms,API RP 2A-WSD,20th ed.,American Petroleum Institute.1993.
5[4]Trochanis A M,Bielak J,Christiano P.Simplified model for analysis of one or two piles[J].Journal of Geotechnical Engineering,ASCE,1991,117(3): 448-466.
6[5]Brown D A,Morrison C,Reese L C.Lateral load behavior of pile group in sand[J].Journal of Geotechnical Engineering,1988,114(11): 1261-1276.
7[6]Crouse C B,Kramer S L,Mitchell R,Hushmand B.Dynamic tests of pipe pile in saturated peat[J].Journal of Geotechnical Engineering,ASCE,1993,119(10): 1 551-1 566.
8[7]Ochoa M,O'Neill M.Lateral pile interaction factors in submerged sand[J].Journal of Geotechnical Engineering,1989,115(3): 359-378.
3YU Guang-ming1, SONG Chuan-wang1, ZOU Jing-bo1, WU Yan-xia1, PAN Yong-zhan1, LI Liang1, LI Ran1, WANG Pei-shou2, WANG Yan-lei2 1. School of Civil Engineering, Qingdao Technological University, Qingdao 266033, China,2. Hedong Goldmine, Zhaojin Mining Industry Company, Zhaoyuan 265400, China.Applications of online monitoring technology for tailings dam on digital mine[J].中国有色金属学会会刊：英文版,2011,21(S3):604-609. 被引量：5
