Author:
Mandal Himangshu Sekhar,Mishra Om Prakash
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Reference84 articles.
1. Afacan KB (2019) Estimation of pore water pressure generation and nonlinear site response of liquefied areas. Book Chapter of Geotechnical engineering - advance on soil mechanics and foundation engineering, pp 121–142, Edited by Sayed Hemeda and Mehmet Bans Can Ulker. https://doi.org/10.5772/intechopen.88682
2. Alimohammadi H, Amirmojahedi M, Tahat JN (2022) A case history of the application of the deep compaction method with comparison to different ground improvement techniques. Transp Infrastruct Geotechnol (2022) https://doi.org/10.1007/s40515-022-00229-3
3. Alimohammadi H, Tahat JN (2022) A case study experimental pile load testing (PLT) for evaluation of driven pile behaviors. Arab J Geosci 15(884). https://doi.org/10.1007/s12517-022-10176-5
4. Al—Omari RR, Shafiqu QSM, Al-Sammaraey MM (2018) Liquefiable sand behavior under different applied cyclic strain amplitude in the cyclic triaxial test. Int J Civil Engg Tech 9:1290–1297
5. ASTM Standard: D 5311–92 (2004) Standard test method for load controlled cyclic triaxial strength of soil. ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, Pa, 19428–2959, USA, 2004.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献