摘要
阐述了南京长江第二大桥桥基软岩的工程力学性质。依据现场和室内岩石力学试验成果，对设计采用的力学参数进行了分析。
The engineering mechanics properties of soft foundation rock under the second Changjiang bridge in Nanjing are represented. On the basis of field test results and laboratory physical mechanics findings, the mechanics parameters adopted for design are analysed.
出处
《长江科学院院报》
EI
CSCD
北大核心
1999年第4期42-45,共4页
Journal of Changjiang River Scientific Research Institute
关键词
桥基
桩周摩阻力
桩端承载力
变形
优化设计
bridge foundation
pile perimeter resistance
pile carrying capacity
deformation
optimum design
