Behavior of Laterally Top-Loaded Deep Foundations in Highly Porous and Collapsible Soil-Reference-Cited by-同舟云学术

Behavior of Laterally Top-Loaded Deep Foundations in Highly Porous and Collapsible Soil

Published:2019-02 Issue:2 Volume:31 Page:04018373
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

de Albuquerque Paulo José Rocha¹,Carvalho David de²,Kassouf Roberto³,Fonte Nelson L.⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Architecture and Urban Design, Univ. of Campinas, Campinas 13083-889, Brazil.

2. Associate Professor, College of Agricultural Engineering, Univ. of Campinas, Campinas 13083-875, Brazil.

3. Professor, Dept. of Civil Engineering, DeVry Metrocamp, Campinas 13035-500, Brazil (corresponding author).

4. Director, Geoponto Engineering, Mogi das Cruzes 08773-530, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002582

Reference30 articles.

1. Lateral load tests on piles: Arkansas River project;Alizadeh M.;J. Soil Mech. Found. Div.,1970

2. Almeida M. A. 2008. “Análise do comportamento de estacas Strauss submetidas a carregamento horizontal no solo da região de Londrina-PR [Analysis of the behavior of Strauss piles subjected to horizontal loading in the soil of Londrina-PR].” [In Portuguese.] M.Sc. thesis Dept. of Civil Engineering State Univ. of Londrina.

3. Lateral resistance of piles in cohesionless soils;Broms B. B.;J. Soil Mech. Found. Eng. Div.,1964

4. Campos Experimentais Brasileiros [Brazilian experimental sites];Cavalcante E. H.;Geotecnia (Lisboa),2007

5. Cintra J. C. A. 1981. “Uma análise de provas de carga lateral em estacas e comparação com os métodos da teoria de reação horizontal do solo [An analysis of horizontal load tests on piles and comparison with the methods of horizontal soil reaction theory].” [In Portuguese.] M.Sc. thesis Dept. of Geotechnics Sao Carlos School of Engineering–USP.

Cited by 6 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. Seasonal variation of the shaft resistance of CFA piles in unsaturated soil: a case study;Canadian Geotechnical Journal;2024-01-01

2. Behavior of a new laterally top-loaded post-grouted micropile in highly porous lateritic soil;DYNA;2023-03-14

3. Application of visualization modeling technology in the determination of reinforcement range of deep soft soil foundation;Environmental Earth Sciences;2022-03-29

4. Experimental Investigation of Collapsible Soils Treatment Using Nano-silica in the Sivand Dam Region, Iran;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2021-06-12

5. Field study on axial behavior of instrumented post-grouted steel pipe micropiles in tropical lateritic soil;Innovative Infrastructure Solutions;2021-01-12