Stability analysis of a high loess slope reinforced by the combination system of soil nails and stabilization piles

标题
Stability analysis of a high loess slope reinforced by the combination system of soil nails and stabilization piles
作者
关键词
high loess slope, CSNSP, PLAXIS, phi/c strength reduction method, Sweden circular slip surface
出版物
Frontiers of Structural and Civil Engineering
Volume 8, Issue 3, Pages 252-259
出版商
Springer Nature
发表日期
2014-07-17
DOI
10.1007/s11709-014-0260-z

向作者/读者发起求助以获取更多资源

Reprint

联系作者

Add your recorded webinar

Do you already have a recorded webinar? Grow your audience and get more views by easily listing your recording on Peeref.

Upload Now

Create your own webinar

Interested in hosting your own webinar? Check the schedule and propose your idea to the Peeref Content Team.

Create Now