Shear strength of soil berm during lateral buckling of subsea pipelines

标题

作者

关键词

Soil Berm, Clay, Lateral Buckling, Pipeline, Pipe-soil interaction, Remoulding, Shear Strength, Finite Element Limit Analysis, Physical modelling

出版物

Volume 90, Issue -, Pages 101864

出版商

Elsevier BV

发表日期

2019-07-17

DOI

10.1016/j.apor.2019.101864

联系作者

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

Upload Now

The Peeref Institute provides free reviewer training that teaches the core competencies of the academic peer review process.

Get Started