Effective Stress-Based Limit-Equilibrium Analysis for Homogeneous Unsaturated Slopes

Farshid Vahedifard; Dov Leshchinsky; Kimia Mortezaei; Ning Lu

doi:10.1061/(asce)gm.1943-5622.0000554

journal article Dec 01, 2016

Effective Stress-Based Limit-Equilibrium Analysis for Homogeneous Unsaturated Slopes

Farshid Vahedifard

Dov Leshchinsky Kimia Mortezaei Ning Lu

International Journal of Geomechanics Vol. 16 No. 6 · American Society of Civil Engineers (ASCE)

View at Publisher Save 10.1061/(asce)gm.1943-5622.0000554

Topics

No keywords indexed for this article. Browse by subject →

References

53

[1]

10.3208/sandf1972.21.2_1

[2]

Bathurst R. J. Walters D. L. Hatami K. and Allen T. M. (2001). “Full-scale performance testing and numerical modelling of reinforced soil retaining walls”. Proc. 4th Int. Symp. on Earth Reinforcement H. Ochiai J. Otani N. Yasufuku and K. Omine eds. Vol. 2 Balkema Rotterdam Netherlands 777–799.

[3]

10.1680/geot.1955.5.1.7

[4]

Bishop A. W. "The principle of effective stress" Tek. Ukeblad (1959)

[5]

10.1061/(asce)1532-3641(2004)4:2(69)

[6]

10.1061/(asce)1090-0241(2002)128:9(756)

[7]

Damiano E. (2013) 10.1007/978-3-642-31337-0_2

[8]

10.1016/j.enggeo.2012.03.002

[9]

Duncan J. M. (2005)

[10]

10.1680/geot.1999.49.1.1

[11]

10.1061/ajgeb6.0000423

[12]

10.1002/9780470172759

[13]

10.1097/00010694-195804000-00006

[14]

10.1007/s10706-009-9282-z

[15]

10.1029/2008gl035996

[16]

10.1002/nag.413

[17]

Janbu N. (1954). “Stability analysis of slopes with dimensionless parameters ” Harvard Soil Mechanics Series 46 Harvard University Press Cambridge MA.

[18]

10.1061/(asce)gm.1943-5622.0000243

[19]

10.1061/(asce)gm.1943-5622.0000239

[20]

Leshchinsky D. (1997)

[21]

10.1016/j.geotexmem.2008.03.001

[22]

10.1061/(asce)0733-9410(1988)114:3(337)

[23]

10.1061/(asce)0733-9410(1994)120:9(1514)

[24]

10.1061/(asce)gt.1943-5606.0000398

[25]

10.1061/(asce)gt.1943-5606.0001071

[26]

10.1061/(asce)1090-0241(2008)134:7(899)

[27]

10.1029/2008wr006976

[28]

10.1029/2009wr008646

[29]

10.1061/(asce)gt.1943-5606.0000786

[30]

Lu N. (2004)

[31]

10.1061/(asce)1090-0241(2006)132:2(131)

[32]

10.1016/j.enggeo.2013.05.002

[33]

10.1680/geot.1965.15.1.79

[34]

A new model for predicting the hydraulic conductivity of unsaturated porous media

Yechezkel Mualem

Water Resources Research 10.1029/wr012i003p00513

[35]

10.1016/s0266-352x(97)00036-0

[36]

Rahardjo H. Rezaur R. B. Leong E. C. Alonso E. E. Lloret A. and Gens A. (2008). “Monitoring and modeling of slope response to climatic changes.” Proc. 10th Int. Symp. on Landslides and Engineered Slopes Z. Chen J.-M. Zhang K. Ho F.-Q. Wu and Z.-K. Li eds. CRC London 67–84. 10.1201/9780203885284-c5

[37]

Rahardjo H. "Unsaturated soil mechanics for slope stabilization" Geotech. Eng. J. SEAGS AGSSEA (2012)

[38]

10.1061/(asce)1090-0241(2005)131:11(1423)

[39]

10.1016/j.enggeo.2012.10.008

[40]

10.1680/geot.1967.17.1.11

[41]

10.1680/geot.2003.53.1.3

[42]

Taylor D. W. "Stability of earth slopes" J. Boston Soc. Civ. Eng. (1937)

[43]

10.1061/(asce)gt.1943-5606.0000301

[44]

USGCRP (U.S. Global Change Research Program). (2009)

[45]

10.1680/geot.11.p.068

[46]

10.1061/(asce)gt.1943-5606.0001356

[47]

10.1061/(asce)gt.1943-5606.0001099

[48]

10.1061/(asce)gt.1943-5606.0000701

[49]

10.1680/geot.11.p.130

[50]

A Closed‐form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils

M. Th. van Genuchten

Soil Science Society of America Journal 10.2136/sssaj1980.03615995004400050002x

Showing 50 of 53 references

Cited By

123

Static and seismic stability assessment of 3D slopes with cracks

Zheng-Wei Li, Xiao-li Yang · 2020

Engineering Geology

Analysis of Passive Earth Pressure for Unsaturated Retaining Structures

Bo Deng, Minghui Yang · 2019

International Journal of Geomechani...

Metrics

123

Citations

53

References

Details

Published: Dec 01, 2016
Vol/Issue: 16(6)

Authors

F

Farshid Vahedifard

Assistant Professor, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762 (corresponding author).

D

Dov Leshchinsky

Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Delaware, Newark, DE 19716; Consultant, ADAMA Engineering, P.O. Box 90217, Portland, OR 97290.

K

Kimia Mortezaei

Graduate Student, Dept. of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS 39762.

N

Ning Lu

Professor, Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401.

Cite This Article

Farshid Vahedifard, Dov Leshchinsky, Kimia Mortezaei, et al. (2016). Effective Stress-Based Limit-Equilibrium Analysis for Homogeneous Unsaturated Slopes. International Journal of Geomechanics, 16(6). https://doi.org/10.1061/(asce)gm.1943-5622.0000554

Effective Stress-Based Limit-Equilibrium Analysis for Homogeneous Unsaturated Slopes

You May Also Like