摘要针对高速公路中桥头跳车的危害性,分析桥头跳车现象产生的原因,并从设计和施工等方面提出相应的预防措施。For the harm of expressway bridge jump,the paper analyzed its cause and proposed relative protective measures.
3Han J, Gabr M A. A numerical study of load transfer mechanisms in geosynthetic reinforced and pile supported embankments over soft soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2002, 128(1): 44-53.
4Hewlett W J, Randolph M F. Analysis of piled embank ments[J]. Ground Engineering, 1988,21(3): 12-18.
5Liu H L, Chu J, Deng A. Use of large-diameter cast-in situ concrete pipe piles for embankment over soft clay[J]. Canadian Geotechnica/ Journal, 2009, 46 (8): 915-927.
6Chen B G, Zheng J J, SARI W A. Theoretical study and numerical analysis on geosynthetic reinforced and pile wall supported embankment [C]// Proceeding of the 4th Asian Regional Conference on Geosynthetics, 2008: 709-717.
7Alexiew D, Brokemper D, Lothspeich S. Geotextile encased columns (GEC) load capacity, Geotextile Selection and Pre-Design Graphs[J]. Contemporary Issues in Foundation Engineering (GSP 131), ASCE, 2005:1-14.
8ZHENG J J, CHEN B G, ABUSHARAR S W. The perfor mance of an embankment on soft ground reinforced with geosynthetics and pile walls[J]. Geosynthetics International, 2009, 16(3): 171-181.