Discussions and Closures
May 10, 2023

Closure to “A Simple Method for Predicting Rainfall-Induced Shallow Landslides”

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 7

Get full access to this article

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

References

Chen, P., B. Mirus, N. Lu, and J. W. Godt. 2017. “Effect of hydraulic hysteresis on stability of infinite slopes under steady infiltration.” J. Geotech. Geoenviron. Eng. 143 (9): 04017041. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001724.
Collins, B. D., and D. Znidarcic. 2004. “Stability analyses of rainfall induced landslides.” J. Geotech. Geoenviron. Eng. 130 (4): 362–372. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:4(362).
Conte, E., and A. Troncone. 2011. “Analytical method for predicting the mobility of slow-moving landslides owing to groundwater fluctuations.” J. Geotech. Geoenviron. Eng. 137 (8): 777–784. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000486.
Conte, E., and A. Troncone. 2012a. “A method for the analysis of soil slips triggered by rainfall.” Géotechnique 62 (3): 187–192. https://doi.org/10.1680/geot.8.P.075.
Conte, E., and A. Troncone. 2012b. “Simplified approach for the analysis of rainfall-induced shallow landslides.” J. Geotech. Geoenviron. Eng. 138 (3): 398–406. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000577.
Iverson, R. M. 2000. “Landslide triggering by rain infiltration.” Water Resour. Res. 36 (7): 1897–1910. https://doi.org/10.1029/2000WR900090.
Ray, R. L., J. M. Jacobs, and P. de Alba. 2010. “Impacts of unsaturated zone soil moisture and groundwater table on slope instability.” J. Geotech. Geoenviron. Eng. 136 (10): 1448–1458. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000357.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 7July 2023

History

Received: Feb 11, 2023
Accepted: Mar 2, 2023
Published online: May 10, 2023
Published in print: Jul 1, 2023
Discussion open until: Oct 10, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Enrico Conte
Professor, Dept. of Civil Engineering, Univ. of Calabria, Via P. Bucci Cubo 44B, Rende, Cosenza 87036, Italy.
Researcher, Dept. of Civil Engineering, Univ. of Calabria, Via P. Bucci Cubo 44B, Rende, Cosenza 87036, Italy. ORCID: https://orcid.org/0000-0002-2008-0381
Associate Professor, Dept. of Civil Engineering, Univ. of Calabria, Via P. Bucci Cubo 44B, Rende, Cosenza 87036, Italy (corresponding author). ORCID: https://orcid.org/0000-0002-5595-9281. 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