土钉加固边坡稳定性分析与计算
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摘要
在公开发表资料的基础上，对有关文献中提出的考虑土钉抗剪作用的分析方法进行了探讨，并利用圆弧滑动法分析了影响土钉加固边坡稳定性的若干因素
The analytical methods to consider anti-the shear function of soil-nails proposed in some related literature are discussed on the basis of the open published information, and some factors to influence the slope stability reinforced by soil nails are analysed by the circular sliding method,too.
The analytical methods to consider anti-the shear function of soil-nails proposed in some related literature are discussed on the basis of the open published information, and some factors to influence the slope stability reinforced by soil nails are analysed by the circular sliding method,too.
引文
1BruceDA,etal. Soil nailing: Application andpractice-part2, Gound Engineering,1987,20(1):21～33
2程良奎,张作,杨志银.岩土加固实用技术.北京:地震出版社,1994,240～250
3Jewell RA and Pedley MJ,Soil nailing design: the role of bending stiffness, GoundEngineering,1990,23(2):20-36
4Pedley MJ, Jewed RA, etal, A large scale ofexperiment study of soil-reinforcement interaction, Gound Engineering, 1990, 23(6): 44～50
5姜振泉等.钢筋插筋土中钢筋的抗剪作用.岩土工程学报,1996,18(2):23～29
2程良奎,张作,杨志银.岩土加固实用技术.北京:地震出版社,1994,240～250
3Jewell RA and Pedley MJ,Soil nailing design: the role of bending stiffness, GoundEngineering,1990,23(2):20-36
4Pedley MJ, Jewed RA, etal, A large scale ofexperiment study of soil-reinforcement interaction, Gound Engineering, 1990, 23(6): 44～50
5姜振泉等.钢筋插筋土中钢筋的抗剪作用.岩土工程学报,1996,18(2):23～29
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