Probabilistic Analyses of a Post-Grouted Anchor–Soil Bond Friction Performance Considering the Geological Origin and the SPT-N Tendency with Depth-Reference-Cited by-同舟云学术

Probabilistic Analyses of a Post-Grouted Anchor–Soil Bond Friction Performance Considering the Geological Origin and the SPT-N Tendency with Depth

Published:2023-01 Issue:1 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Viviescas Juan C.¹^ORCID

Affiliation:

1. Geotechnical Design Coordinator, Conconcreto – Arquitectura e ingeniería, Carrera 43B #1A Sur – 70, Edificio Buró, Milla de Oro, Medellín, Colombia; Part-time lecturer in Geotechnical Engineering, Universidad de Antioquia and Universidad de Medellín, Medellin 055421, Colombia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002627

Reference51 articles.

1. Target reliability based design optimization of anchored cantilever sheet pile walls

2. Safety and reliability of anchored bulkhead walls

3. Limit States Design Calibration for Internal Stability of Multi-Anchor Walls

4. Interpretation of failure load tests on micropiles in heterogeneous Alpine soils;Bellato D.;Rivista Italiana Di Geotecnica,2013

5. Bustamante M. and B. Doix. 1985. “Une méthode pour le calcul des tirants et des micropieux injectés.” In Laboratoire Central Des Ponts et Chaussées 75–92. Paris France: Laboratoire Central Des Ponts et Chaussées.

Cited by 2 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

1. Study on the Diffusion Law of Grouting Slurry at the Pile Tip of Bored Piles in Gravel Pebble Layers;Buildings;2024-08-19

2. Examination of the correlation between SPT and undrained shear strength: Case study of clay till in Alberta, Canada;Engineering Geology;2024-05