Settlements during Underpinning with Different Processes: Case of a Hospital in Rio de Janeiro, Brazil-Reference-Cited by-同舟云学术

Settlements during Underpinning with Different Processes: Case of a Hospital in Rio de Janeiro, Brazil

Published:2020-06 Issue:6 Volume:146 Page:05020003
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Lopes Francisco R.¹^ORCID,D’Hyppolito Lays Cristina B. S.²^ORCID,Danziger Fernando A. B.³,Becker Leonardo B.⁴

Affiliation:

1. Professor, Technology Center, Federal Univ. of Rio de Janeiro, Fundao Island, Rio de Janeiro 21941-901, Brazil (corresponding author). ORCID: .

2. Engineer, Comissão Nacional de Energia Nuclear–National Nuclear Energy Commission, Rua General Severiano, 90, Rio de Janeiro 21941-901, Brazil; formerly, Engineer, Federal Univ. of Rio de Janeiro, Fundao Island, Rio de Janeiro 21941-901, Brazil. ORCID: .

3. Professor, Technology Center, Federal Univ. of Rio de Janeiro, Fundao Island, Rio de Janeiro 21941-901, Brazil.

4. Associate Professor, Technology Center, Federal Univ. of Rio de Janeiro, Fundao Island, Rio de Janeiro 21941-901, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002266

Reference14 articles.

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2. Design Strength Parameters of a Slope on Unsaturated Gneissic Residual Soil

3. Deere D. U. and F. D. Patton. 1971. “Slope stability in residual soils.” In Vol. 1 of Proc. 4th Pan-American Conf. on Soil Mechanics and Foundation Engineering 87–170. Reston VA: ASCE.

4. Classification of micropile underpinning methods exemplified by projects in Turku, Finland;Lehtonen J.;EJGE–Electron. J. Geotech. Eng.,2010

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