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REFERENCES
1. Detournay E, Cheng A. 1993. Fundamentals of poroelasticity. In Comprehensive Rock Engineering, Vol. II, ed. C. Fairhurst, pp 113–171, Pergamon Press, Oxford, U.K.
2. Tyree MT. 1997. The cohesion-tension theory of sap ascent: current controversies Journal of Experimental Botany, 48(10):1753–1765.
3. Brodribb TJ, Cochard H. 2009. Hydraulic failure defines the recovery and point of death in water-stressed conifers. Plant Physiology,
149(1):575–584.
4. Feng X, Dawson TE, Ackerly DD, Santiago LS, Thompson SE. 2017. Reconciling seasonal hydraulic risk and plant water use through
probabilistic soil-plant dynamics. Global Change Biology, 23(2). doi:10.1111/gcb.13640
5. Belytschko T, Stolarski H, Liu WK, Carpenter N, Ong JSJ. 1985. Stress projection for membrane and shear locking in shell finite
elements. Computer Methods in Applied Mechanics and Engineering, 51(13):221–258.
6. Stolarski H, Gilmanov A, Sotiropoulos F. 2013 Nonlinear rotation-free three-node shell finite element formulation. International Journal
for Numerical Methods in Engineering, 95(9):740–770.
7. Hedegaard BD, French CEW, Shield CK, Stolarski HK, Jilk BJ. 2013. Instrumentation and modeling of I-35W Saint Anthony Falls Bridge.
Journal of Bridge Engineering, 16(6):476–485.
8. Gaebler KO, Shield CK, Linderman LE. 2017. Feasibility of vibration-based long-term bridge monitoring using the I-35W Saint Anthony
Falls Bridge. Minnesota Department of Transportation, 2017-01.
9. Marasteanu MO, Le J-L, Turos MI. 2016. Graphite nano-platelet (GNP) reinforced asphalt binders and mixtures. 6th Eurasphalt &
Eurobitume Congress, Prague, Czech Republic. dx.doi.org/10.14311/EE.2016.104
10. Paul B. 1968. Generalized pyramidal fracture and yield criteria. International Journal of Solids and Structures, 4(2):175–196.
11. Meyer JP, Labuz JF. 2013. Linear failure criteria with three principal stresses. International Journal of Rock Mechanics and Mining Sciences, 60:180–187. doi:10.1016/j.ijrmms.2012.12.040
12. Makhnenko RY, Harvieux J, Labuz JF. 2015. Paul-Mohr-Coulomb failure surface of rock in the brittle regime. Geophysical Research Letters, 42(17):6975–6981. doi:10.1002/2015GL065457
13. Schwenk J, Lanzoni S, and Foufoula-Georgiou F. 2015. The life of a meander bend: Connecting shape and dynamics via analysis of a numerical model. Journal of Geophysical Research: Earth Surface, 120(4):690–710.
14. Kim W, Mohrig D, Twilley R, Paola C, Parker G. 2009. Is it feasible to build new land in the Mississippi River Delta? EOS, 90(42):372–384.
15. Liang M, Voller VR, Paola C. 2015. A reduced-complexity model for river delta formation—Part 1: Modeling deltas with channel dynamics. Earth Surface Dynamics, 3(1):67–56.