Technical Papers
Apr 22, 2022

Influence of Execution Speed on Displacements of Soil-Nailed Structures with Vertical Face in Urban Areas

Publication: Journal of Construction Engineering and Management
Volume 148, Issue 7

Abstract

This paper presents the study of the execution speed influence on displacements of soil-nailed structures with a vertical face in urban areas, intended as the basements of buildings. Fifteen structures in the Metropolitan Region of São Paulo, Brazil, were evaluated. The main objective was to demonstrate the evolution of the construction technique, making its application possible in conditions considered by the technical community to be unfeasible due to the inevitable resulting displacements. The studied structures ranged from 6.8 to 22.7 m high. Soil-nailed walls were instrumented with displacement gauges (deflectometers) positioned near the top, which monitored the structures’ horizontal displacements. The execution time of each work was evaluated in terms of the sectoral excavation advancement, which was 3, 4, or 5 days, as well as the production in square meters per day. The results showed works that were less displaceable than the estimates proposed in the literature. The impact of execution speed also was evidenced, showing that the opening interval of new work fronts resulted in significant differences, with displacements ranging from 20 to 23 mm, from 10 to 15 mm, and from 0 to 6 mm, respectively. Two equations proposed to predict horizontal displacement based on the retaining structure height and daily work productivity are presented. The study can enable works that may be considered impractical if analyzed from the displacement premises of the literature; moreover, this study disseminates design and execution standards to obtain less-displaceable works.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

References

AFNOR (Association Française de Normalisation). 2009. Norme Fançaise—Calcul géotechnique—Ouvrages de soutènement—Remblais renforcés et massifs en sol cloué. NF-P94-270. Paris: AFNOR.
Azzam, W. R., and A. Basha. 2017. “Utilization of soil nailing technique to increase shear strength of cohesive soil and reduce settlement.” J. Rock Mech. Geotech. Eng. 9 (6): 1104–1111. https://doi.org/10.1016/j.jrmge.2017.05.009.
Bridges, C., and J. Gudgin. 2014. “A soil-nailed excavation for the Brisbane Airport Link project, Australia.” Proc. Inst. Civ. Eng. Geotech. Eng. 167 (2): 205–216. https://doi.org/10.1680/geng.13.00040.
Bruce, D. A., and R. Jewell. 1986. “Soil nailing: Application and practice—Part 1.” Ground Eng. 19 (8): 10–15.
Bruce, D. A., and R. A. Jewell. 1987. “Soil nailing: Application and practice—Part 2.” Ground Eng. 24 (4): 21–33.
BSI (British Standards Institution). 2011. Code of practice for strengthened/reinforced soils: Part 2: Soil nail design. BS 8006-2:2011. London: BSI.
Chen, Z., M. Que, L. Zheng, X. Li, and Y. Sun. 2020. “Effect of mortar constraint conditions on pullout behavior of GFRP soil nails.” Adv. Mater. Sci. Eng. 2020: 11. https://doi.org/10.1155/2020/4170363.
Clough, G. W., and T. D. O’Rourke. 1990. “Construction induced movements of in situ walls.” In Proc., Conf. on the Design and Performance of Retaining Structures, 439–470. Reston, VA: ASCE.
Clouterre. 1991. Recommendations CLOUTERRE 1991, soil nailing recommendations—1991 for designing, calculating, constructing, and inspecting earth support systems using soil nailing. Washington, DC: Federal Highway Administration.
Corte, F. H., A. S. Mucheti, and P. J. R. Albuquerque. 2016. “Modelagem Numérica de Contenção em Solo Grampeado em Área Urbana, Um Caso de Obra.” In Proc., 18th Congresso Brasileiro de Mecânica dos Solos e Engenharia Geotécnica. Chicago: American Board of Medical Specialties.
Durgunoglu, H. T., H. B. Keskin, H. F. Kulac, S. Ikiz, and T. Karadayilar. 2007a. “Performance of soil nailed walls based on case studies.” In Proc., 14th European Conf. on Soil Mechanics and Geotechnical Engineering, 557–564. London: International Society for Soil Mechanics and Geotechnical Engineering.
Durgunoglu, H. T., H. B. Keskin, H. F. Kulac, S. Ikiz, and T. Karadayilar. 2007b. “Performance of very deep temporary soil nailed walls in Istanbul.” In Proc., TC17 Ground Improvement Workshop, XIV Conf. of the Int. Society for Soil Mechanics and Geotechnical Engineering, 1–16. London: International Society for Soil Mechanics and Geotechnical Engineering.
Fan, C.-C., and J.-H. Luo. 2008. “Numerical study on the optimum layout of soil-nailed slopes.” Comput. Geotech. 35 (4): 585–599. https://doi.org/10.1016/j.compgeo.2007.09.002.
Farokhzad, F., M. J. Shabani, and A. Hasanpou. 2020. “Investigating stabilized excavations using soil nailing method in urban context.” J. Rehabil. Civ. Eng. 8 (2): 126–138. https://doi.org/10.22075/JRCE.2019.10841.1175.
FHWA (Federal Highway Administration). 2015. “Soil nail walls reference manual.” Accessed April 8, 2022. https://www.fhwa.dot.gov/engineering/geotech/pubs/nhi14007.pdf.
Gassler, G., and G. Gudehus. 1981. Soil nailing—Some aspects of a new technique.” In Vol. 3 of Proc., 10th Int. Conf. of Soil Mechanics and Geotechnical Engineering, 665–670. London: International Society for Soil Mechanics and Geotechnical Engineering.
Gässler, G. 1978. Large scale dynamic test of in situ reinforced earth.” In Proc., Dynamical Methods in Soil and Rock Mechanics, 333–342. Rotterdam, Netherlands: A.A. Balkema.
Ho, C. L., H. P. Ludwig, R. J. Fragazy, and K. R. Chapman. 1989. “Field performance of a soil nail system in loess.” In Foundation engineering: Current principles and practices, 1281–1292. Reston, VA: ASCE.
Kim, Y., S. Lee, S. Jeong, and J. Kim. 2013. “The effect of pressure-grouted soil nails on the stability of weathered soil slopes.” Comput. Geotech. 49 (Apr): 253–263. https://doi.org/10.1016/j.compgeo.2012.12.003.
Moayed, R. Z., M. Hosseinali, S. M. Shirkhorshidi, and J. Sheibani. 2019. “Experimental investigation and constitutive modeling of grout–sand interface.” Int. J. Geomech. 19 (5): 04019024. https://doi.org/10.1061/(asce)gm.1943-5622.0001384.
Moradi, M., A. Pooresmaeili Babaki, and M. Sabermahani. 2020. “Effect of nail arrangement on the behavior of convex corner soil-nailed walls.” J. Geotech. Geoenviron. Eng. 146 (5): 1–12. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002235.
Mucheti, A. M., P. J. R. Albuquerque, and J. R. Garcia. 2019. “Contribuição de Grampos Verticais Injetados na Estabilidade e Deslocamentos de Obras de Solo Grampeado.” In Proc., 9o Seminário de Engenharia de Fundações Especiais e Geotecnia. São Paulo: ABEF—Associação Brasileira de Empresas de Engenharia de Fundações e Geotecnia.
Negro, A., M. Namba, A. S. Dyminski, V. L. Sanches, and A. C. M. Kormann. 2012. Twin Cities: Solos das Regiões Metropolitanas de São Paulo e Curitiba. São Paulo: D’Livros.
Nordic Geosynthetic Group. 2005. “Nordic guidelines for reinforced soils and fills (revision B).” Accessed April 8, 2022. https://sgy.fi/wp-content/uploads/2017/04/nordic-guidelines-for-reinforced-soil-anf-fill.pdf.
OCDI (Overseas Coastal Development Institute). 2009. “The overseas coastal area development Institute of Japan, index.” In Technical standards and commentaries for port and harbour facilities in Japan. Tokyo: OCDI.
Sabermahani, M., F. Ahimoghadam, and V. Ghalehnovi. 2018. “Effect of surcharge magnitude on soil-nailed wall behaviour in a geotechnical centrifuge.” Int. J. Phys. Modell. Geotech. 18 (5): 225–239. https://doi.org/10.1680/jphmg.16.00022.
Seo, H.-J., L. Pelecanos, Y.-S. Kwon, and I.-M. Lee. 2017. “Net load–displacement estimation in soil-nail pullout tests.” Proc. Inst. Civ. Eng. Geotech. Eng. 170 (6): 534–547. https://doi.org/10.1680/jgeen.16.00185.
Shahraki Ghadimi, A., A. Ghanbari, M. Sabermahani, and M. Yazdani. 2017. “Effect of soil type on nail pull-out resistance.” Proc. Inst. Civ. Eng. Ground Improv. 170 (2): 81–88. https://doi.org/10.1680/jgrim.15.00038.
Stocker, M. F., and G. Reidinger. 1990. “Bearing behaviour of nailed retaining structures.” In Proc., Conf. on the Design and Performance of Earth Retaining Structures, 612–628. Reston, VA: ASCE.
Thompson, S. R., and I. R. Miller. 1990.“ Design, construction and performance of a soil nailed wall in Seattle.” In Design and Performance of Earth Retaining Structures, Geotechnical Special Publication 25, edited by P. Lambe. Reston, VA: ASCE.
Tokhi, H., G. Ren, and J. Li. 2018. “Laboratory pullout resistance of a new screw soil nail in residual soil.” Can. Geotech. J. 55 (5): 609–619. https://doi.org/10.1139/cgj-2017-0048.
Wang, B., X. Jiang, and Q. Liu. 2020. “Study on the supporting features of composite soil nailing wall.” In Vol. 455 of Proc., IOP Conf. Series: Earth and Environmental Science, 12111. Bristol, UK: IOP Publishing. https://doi.org/10.1088/1755-1315/455/1/012111.
Zad, A. A., and M. M. Hejr. 2019. “Investigation of corner effects of deep excavations using the combination of soil nailing ANG ground-anchors methods.” In Proc., 13th Australia New Zealand Conf. on Geomechanics, 536–537. St. Ives, NSW, Australia: Australian Geomechanics Society. https://doi.org/10.1007/978-3-319-73568-9_174.
Zamiran, S., H. Ghojavand, and H. Saba. 2012. “Numerical analysis of soil nail walls under seismic condition in 3D form excavations.” Appl. Mech. Mater. 204–208 (Oct): 2671–2676. https://doi.org/10.4028/www.scientific.net/AMM.204-208.2671.
Zhang, L. L., L. M. Zhang, and W. H. Tang. 2009. “Uncertainties of field pullout resistance of soil nails.” J. Geotech. Geoenviron. Eng. 135 (7): 966–972. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000014.

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 148Issue 7July 2022

History

Received: Oct 30, 2021
Accepted: Feb 8, 2022
Published online: Apr 22, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 22, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, School of Civil Engineering, Architecture and Urban Design, Univ. of Campinas, Campinas, São Paulo 13083-889, Brazil (corresponding author). ORCID: https://orcid.org/0000-0002-1920-0489. Email: [email protected]
Paulo José Rocha de Albuquerque, Ph.D. https://orcid.org/0000-0003-0726-7165 [email protected]
Associate Professor, School of Civil Engineering, Architecture and Urban Design, Univ. of Campinas, Campinas, São Paulo 13083-889, Brazil. ORCID: https://orcid.org/0000-0003-0726-7165. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share