A novel heuristic and tunicate centered ANFIS and RCCRD optimization for soil nailing using a numerical approach-Reference-Cited by-同舟云学术

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A novel heuristic and tunicate centered ANFIS and RCCRD optimization for soil nailing using a numerical approach

Published:2024-01 Issue: Volume:176 Page:108289
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Goyal Archita,Shrivastava Amit Kumar

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference30 articles.

1. Numerical and experimental studies of the effect of mechanical parameters on nail pull-out resistance in sandy soil;Tavakoli;Iran J Sci Technol,2021

2. Experimental investigation of compaction grouted soil nails;Wang;Can Geotech J,2017

3. Numerical investigation of nailing pattern effect on nailed wall performance;Shahir;Civ Eng Infrastruct J,2021

4. Statistical analysis of the effective stress method and modifications for prediction of ultimate bond strength of soil nails;Lin;ActaGeotechnica,2017

5. Chapter 20 pullout resistance of grouted soil nails;Zhou,2015

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