Technical Papers
Dec 11, 2019

Earth Pressure Buildup in Impacting Earth Flow behind a Barrier

Publication: International Journal of Geomechanics
Volume 20, Issue 2

Abstract

Barriers are commonly used to intercept landslide flows or debris flows. The presence of a barrier changes the flow condition and leads to a buildup of earth pressure in a zone behind the barrier. Investigating this buildup process is essential to understand the landslide–barrier interaction and the stress evolution inside the earth flow. This study used an explicit integration program to simulate earth pressure buildup in the impacting earth flow in a series of two-dimensional (2D) and three-dimensional (3D) impact cases. In the idealized 2D flow cases, the stress state of earth flow reached the active limit state after the flow started and maintained the stress state until impact. During impact, horizontal earth pressure buildup occurred and propagated backward to the continuing flow; a dead zone thus formed. When the material ceased flow, a static earth pressure distribution was achieved. Starting from the distance at which the static lateral earth pressure coefficient was close to that in the greenfield case, the coefficient increased toward the barrier due to the earth pressure buildup, approaching the passive mode in the dead zone immediately behind the barrier. The static earth pressure on the back of the barrier was not uniform, with a passive mode in the dead zone and an active mode in the run-up zone in which the earth pressure was more easily released after impact. In the 3D flow cases, the opening spaces at both sides of the barrier affected flow conditions and weakened the buildup process.

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 generated or used during the study are available from the corresponding author by request, including the LS-DYNA input files for the analysis cases presented in this paper.

Acknowledgments

The authors acknowledge the support from the Research Grants Council of the Hong Kong SAR (Nos. T22-603/15N, C6012-15G, and 16206217).

References

Ahmadipur, A., and T. Qiu. 2018. “Impact force to a rigid obstruction from a granular mass sliding down a smooth incline.” Acta Geotech. 13 (6): 1433–1450. https://doi.org/10.1007/s11440-018-0727-5.
Ahmadipur, A., T. Qiu, and B. Sheikh. 2019. “Investigation of basal friction effects on impact force from a granular sliding mass to a rigid obstruction.” Landslides 16 (6): 1089–1105. https://doi.org/10.1007/s10346-019-01156-0.
Albaba, A., S. Lambert, F. Nicot, and B. Chareyre. 2015. “Relation between microstructure and loading applied by a granular flow to a rigid wall using DEM modeling.” Granular Matter 17 (5): 603–616. https://doi.org/10.1007/s10035-015-0579-8.
Ashwood, W., and O. Hungr. 2016. “Estimating total resisting force in flexible barrier impacted by a granular avalanche using physical and numerical modeling.” Can. Geotech. J. 53 (10): 1700–1717. https://doi.org/10.1139/cgj-2015-0481.
Calvetti, F., C. G. Di Prisco, and E. Vairaktaris. 2017. “DEM assessment of impact forces of dry granular masses on rigid barriers.” Acta Geotech. 12 (1): 129–144. https://doi.org/10.1007/s11440-016-0434-z.
Canelli, L., A. M. Ferrero, M. Migliazza, and A. Segalini. 2012. “Debris flow risk mitigation by the means of rigid and flexible barriers-experimental tests and impact analysis.” Nat. Hazard. Earth Syst. Sci. 12 (5): 1693–1699. https://doi.org/10.5194/nhess-12-1693-2012.
Ceccato, F., I. Redaelli, C. di Prisco, and P. Simonini. 2018. “Impact forces of granular flows on rigid structures: Comparison between discontinuous (DEM) and continuous (MPM) numerical approaches.” Comput. Geotech. 103: 201–217. https://doi.org/10.1016/j.compgeo.2018.07.014.
Cui, P., C. Zeng, and Y. Lei. 2015. “Experimental analysis on the impact force of viscous debris flow.” Earth Surface Process. Landforms 40 (12): 1644–1655. https://doi.org/10.1002/esp.3744.
Gao, G., and M. A. Meguid. 2018a. “Modeling the impact of a falling rock cluster on rigid structures.” Int. J. Geomech. 18 (2): 04017141. https://doi.org/10.1061/(ASCE) GM.1943-5622.0001045.
Gao, G., and M. A. Meguid. 2018b. “On the role of sphericity of falling rock clusters—Insights from experimental and numerical investigations.” Landslides 15 (2): 219–232. https://doi.org/10.1007/s10346-017-0874-z.
Hallquist, J. O. 2006. LS-DYNA theory manual version 971. Livermore, CA: Livermore Software Technology.
Huang, H. P., K. C. Yang, and S. W. Lai. 2007. “Impact force of debris flow on filter dam.” In Geophysical research abstracts, 03218. Vienna, Austria: European Geosciences Union-General Assembly.
Huang, Y., J. Yiu, J. Pappin, R. Sturt, J. S. H. Kwan, and K. K. S. Ho. 2014. “Numerical investigation of landslide mobility and debris-resistant flexible barrier with LS-DYNA.” In Proc., 13th Int. LS-DYNA Users Conf., 1–12. Livermore, CA: Livermore Software Technology.
Hübl, J., and G. Holzinger. 2003. Entwicklung von Grundlagen zur Dimensionierung kronenoffener Bauwerke für die Geschiebebewirtschaftung in Wildbächen: Kleinmaßstäbliche Modellversuche zur Wirkung von Murbrechern [Development of design basis for crest open structures for debris flow management in torrents: Miniaturized tests for the efficiency estimation of debris flow breakers]. [In German.]. Vienna, Austria: Univ. of Natural Resources and Applied Life Sciences.
Hungr, O. 1995. “A model for the runout analysis of rapid flow slides, debris flows, and avalanches.” Can. Geotech. J. 32 (4): 610–623. https://doi.org/10.1139/t95-063.
Jiang, Y. J., and I. Towhata. 2013. “Experimental study of dry granular flow and impact behavior against a rigid retaining wall.” Rock Mech. Rock Eng. 46 (4): 713–729. https://doi.org/10.1007/s00603-012-0293-3.
Koo, R. C. H., J. S. Kwan, C. Lam, G. R. Goodwin, C. Choi, C. W. W. Ng, J. Yiu, K. K. S. Ho, and W. K. Pun. 2018. “Back-analysis of geophysical flows using 3-dimensional runout model.” Can. Geotech. J. 55 (8): 1081–1094. https://doi.org/10.1139/cgj-2016-0578.
Kwan, J. S. H., and R. W. M. Cheung. 2012. Suggestion on design approaches for flexible debris-resisting barriers. Hong Kong: The Government of Hong Kong Special Administrative Region.
Kwan, J. S. H., R. C. H. Koo, and C. W. W. Ng. 2015. “Landslide mobility analysis for design of multiple debris-resisting barriers.” Can. Geotech. J. 52 (9): 1345–1359. https://doi.org/10.1139/cgj-2014-0152.
Moriguchi, S., R. I. Borja, A. Yashima, and K. Sawada. 2009. “Estimating the impact force generated by granular flow on a rigid obstruction.” Acta Geotech. 4 (1): 57–71. https://doi.org/10.1007/s11440-009-0084-5.
Ng, C. W. W., D. Song, C. E. Choi, R. C. H. Koo, and J. S. H. Kwan. 2016. “A novel flexible barrier for landslide impact in centrifuge.” Géotech. Lett. 6 (3): 221–225. https://doi.org/10.1680/jgele.16.00048.
Ng, C. W. W., D. Song, C. E. Choi, L. H. D. Liu, J. S. H. Kwan, R. C. H. Koo, and W. K. Pun. 2017. “Impact mechanisms of granular and viscous flows on rigid and flexible barriers.” Can. Geotech. J. 54 (2): 188–206. https://doi.org/10.1139/cgj-2016-0128.
Proske, D., J. Suda, and J. Hübl. 2011. “Debris flow impact estimation for breakers.” Georisk 5 (2): 143–155. https://doi.org/10.1080/17499518.2010.516227.
Savage, S. B., and K. Hutter. 1989. “The motion of a finite mass of granular material down a rough incline.” J. Fluid Mech. 199: 177–215. https://doi.org/10.1017/S0022112089000340.
Scheidl, C., M. Chiari, R. Kaitna, M. Müllegger, A. Krawtschuk, T. Zimmermann, and D. Proske. 2013. “Analysing debris-flow impact models, based on a small scale modelling approach.” Surv. Geophys. 34 (1): 121–140. https://doi.org/10.1007/s10712-012-9199-6.
Shen, W., T. Zhao, J. Zhao, F. Dai, and G. G. Zhou. 2018. “Quantifying the impact of dry debris flow against a rigid barrier by DEM analyses.” Eng. Geol. 241: 86–96. https://doi.org/10.1016/j.enggeo.2018.05.011.
Sun, H. W., and R. P. H. Law. 2011. A preliminary study on impact of landslide debris on flexible barriers. Hong Kong: The Government of Hong Kong Special Administrative Region.
Tai, Y. C., and Y. C. Lin. 2008. “A focused view of the behavior of granular flows down a confined inclined chute into the horizontal run-out zone.” Phys. Fluids 20 (12): 123302. https://doi.org/10.1063/1.3033490.
Teufelsbauer, H., Y. Wang, S. P. Pudasaini, R. I. Borja, and W. Wu. 2011. “DEM simulation of impact force exerted by granular flow on rigid structures.” Acta Geotech. 6 (3): 119–133. https://doi.org/10.1007/s11440-011-0140-9.
Tiberghien, D., D. Laigle, M. Naaim, E. Thibert, and F. Ousset. 2007. “Experimental investigations of interaction between mudflow and an obstacle.” In Debris-flow hazards mitigation: Mechanics, prediction and assessment. Rotterdam, Netherlands: MillPress.
Valentino, R., G. Barla, and L. Montrasio. 2008. “Experimental analysis and micromechanical modelling of dry granular flow and impacts in laboratory flume tests.” Rock Mech. Rock Eng. 41 (1): 153–177. https://doi.org/10.1007/s00603-006-0126-3.
Yin, Y., B. Li, W. Wang, L. Zhan, Q. Xue, Y. Gao, N. Zhang, H. Chen, T. Liu, and A. Li. 2016. “Mechanism of the December 2015 catastrophic landslide at the Shenzhen landfill and controlling geotechnical risks of urbanization.” Engineering 2 (2): 230–249. https://doi.org/10.1016/J.ENG.2016.02.005.
Yiu, J., J. Pappin, R. Stuart, J. S. H. Kwan, and K. K. S. Ho. 2012. “Landslide mobility and flexible barrier modeling using LS-DYNA.” In Proc., AGS Seminar on Natural Terrain Hazards Mitigation Measures, edited by C. K. Lau, E. Chan, and J. Kwan, 67–77. Hong Kong: The Association of Geotechnical and Geoenvironmental Specialists.
Zanuttigh, B., and A. Lamberti. 2006. “Experimental analysis of the impact of dry avalanches on structures and implication for debris flows.” J. Hydrol. Res. 44 (4): 522–534. https://doi.org/10.1080/00221686.2006.9521703.

Information & Authors

Information

Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 2February 2020

History

Received: Nov 2, 2018
Accepted: Jul 11, 2019
Published online: Dec 11, 2019
Published in print: Feb 1, 2020
Discussion open until: May 11, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. Email: [email protected]
Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong (corresponding author). ORCID: https://orcid.org/0000-0001-7208-5515. 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.

Cited by

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