Effect of earth reinforcement, soil properties and wall properties on bridge MSE walls
Zaid MOMANI1, Eyosias BENEBERU2, Nur YAZDANI3()
1. Department of Civil Engineering, Al-Ahliyya Amman University, Amman 19328, Jordan 2. Bridgefarmer & Associates, Dallas, TX 75234, USA 3. Department of Civil Engineering, University of Texas at Arlington, Arlington, TX 76019, USA
Mechanically stabilized earth (MSE) retaining walls are popular for highway bridge structures. They have precast concrete panels attached to earth reinforcement. The panels are designed to have some lateral movement. However, in some cases, excessive movement and even complete dislocation of the panels have been observed. In this study, 3-D numerical modeling involving an existing MSE wall was undertaken to investigate various wall parameters. The effects of pore pressure, soil cohesion, earth reinforcement type and length, breakage/slippage of reinforcement and concrete strength, were examined. Results showed that the wall movement is affected by soil pore pressure and reinforcement integrity and length, and unaffected by concrete strength. Soil cohesion has a minor effect, while the movement increased by 13–20 mm for flexible geogrid reinforced walls compared with the steel grid walls. The steel grid stresses were below yielding, while the geogrid experienced significant stresses without rupture. Geogrid reinforcement may be used taking account of slippage resistance and wall movement. If steel grid is used, non-cohesive soil is recommended to minimize corrosion. Proper soil drainage is important for control of pore pressure.
Berg R R, Christopher B R, Samtani N C, Berg R R. Design of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes—Volume I. Report No. FHWA-NHI-10–024. Federal Highway Administration, 2009
2
B Tarawneh, W Al Bodour, T Masada. Inspection and risk assessment of mechanically stabilized earth walls supporting bridge abutments. Journal of Performance of Constructed Facilities, 2018, 32( 1): 04017131– https://doi.org/10.1061/(ASCE)CF.1943-5509.0001132
3
Elias V, Christopher R, Barry P E. Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines: FHWA Demonstration Project 82. Report No, FHWA-SA-96-071. Federal Highway Administration, 1997
4
Armour T A, Bickford J, Pfister T. Repair of failing MSE railroad bridge abutment. In: GeoSupport 2004: Drilled Shafts, Micropiling, Deep Mixing, Remedial Methods, and Specialty Foundation Systems. Florida: ASCE, 2004, 380–394
5
G Kibria, M S Hossain, M S Khan. Influence of soil reinforcement on horizontal displacement of MSE wall. International Journal of Geomechanics, 2014, 14( 1): 130– 141 https://doi.org/10.1061/(ASCE)GM.1943-5622.0000297
6
C Yoo, S B Kim. Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: Full-scale load test and 3D finite element analysis. Geotextiles and Geomembranes, 2008, 26( 6): 460– 472 https://doi.org/10.1016/j.geotexmem.2008.05.008
7
FHWA. Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines. Report No. FHWA-NHI-00-043. Federal Highway Administration, 2001
8
A Abdelouhab, D Dias, N Freitag. Numerical analysis of the behavior of mechanically stabilized earth walls reinforced with different types of strips. Geotextiles and Geomembranes, 2011, 29( 2): 116– 129 https://doi.org/10.1016/j.geotexmem.2010.10.011
9
K L Fishman, J L Withiam, R A Gladstone. Metal loss for metallic reinforcements and implications for LRFD design of MSE walls. Earth Retention Conference, 2010, 3 : 844– 853 https://doi.org/10.1061/41128(384)84
10
AASHTO. AASHTO Load and Resistance Factor Design Movable Highway Bridge Design Specifications. Washington, D. C.: AASHTO, 2007
11
M S Hossain, G Kibria, M S Khan, J Hossain, T Taufiq. Effects of backfill soil on excessive movement of MSE wall. Journal of Performance of Constructed Facilities, 2012, 26( 6): 793– 802 https://doi.org/10.1061/(ASCE)CF.1943-5509.0000281
12
T M Allen, R J Bathurst. Design and performance of 6.3-m-high, block-faced geogrid wall designed using k-stiffness method. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140( 2): 04013016– https://doi.org/10.1061/(ASCE)GT.1943-5606.0001013
13
T M Allen, R J Bathurst. Improved simplified method for prediction of loads in reinforced soil walls. Journal of Geotechnical and Geoenvironmental Engineering, 2015, 141( 11): 04015049– https://doi.org/10.1061/(ASCE)GT.1943-5606.0001355
14
K Hatami, R J Bathurst. Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions. Canadian Geotechnical Journal, 2005, 42( 4): 1066– 1085 https://doi.org/10.1139/t05-040
15
K Hatami, R J Bathurst. Numerical model for reinforced soil segmental walls under surcharge loading. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132( 6): 673– 684 https://doi.org/10.1061/(ASCE)1090-0241(2006)132:6(673
16
S Ambauen, B Leshchinsky, Y Xie, D Rayamajhi. Service-state behavior of reinforced soil walls supporting spread footings: A parametric study using finite-element analysis. Geosynthetics International, 2016, 23( 3): 156– 170 https://doi.org/10.1680/jgein.15.00039
17
ABAQUS. Dassault Systems Simulia Corporation. 2014
18
Simulia D S. Abaqus 6.11 Theory Manual. 2011
19
Martin O. Comparison of different constitutive models for concrete in ABAQUS/explicit for missile impact analyses. JRC Scientific and Technical Reports, 2010
20
Obaidat Y. Structural retrofitting of concrete beams using FRP-debonding issues. Dissertation for the Doctoral Degree. Skane: Lund University, 2011
21
A Shishegaran, H Varaee, T Rabczuk, G Shishegaran. High correlated variables creator machine: Prediction of the compressive strength of concrete. Computers & Structures, 2021, 247 : 106479– https://doi.org/10.1016/j.compstruc.2021.106479
22
J Lubliner, J Oliver, S Oller, E Oñate. A plastic-damage model for concrete. International Journal of Solids and Structures, 1989, 25( 3): 299– 326 https://doi.org/10.1016/0020-7683(89)90050-4
23
A Abdel-Mohti, Y Khodair. Analytical investigation of pile–soil interaction in sand under axial and lateral loads. International Journal of Advanced Structural Engineering, 2014, 6( 1): 54– https://doi.org/10.1007/s40091-014-0054-5
24
ASTM. Standard Test Method for Determining Tensile Properties of Geogrids by the Single or Multi-Rib Tensile Method, ASTM D6637/D6637M–15. West Conshohocken, PA, 2015
25
D V Reddy, F Navarrete. Experimental and analytical investigation of geogrid MSE wallsIn: Honoring Dr Symposium. John HSchmertmann for His Contributions to Civil Engineering at Research to Practice in Geotechnical Engineering Congress 2008. Louisiana: ASCE, 2008, 277– 291
26
Ambauen S J. Numerical simulation of mechanically stabilized earth walls for parametric evaluation of behavior under surcharge loading. Thesis for the Master Degree. Oregon: Oregon State University, 2014
27
M E Mohamad, I S Ibrahim, R Abdullah, A A Rahman, A B H Kueh, J Usman. Friction and cohesion coefficients of composite concrete-to-concrete bond. Cement and Concrete Composites, 2015, 56 : 1– 14 https://doi.org/10.1016/j.cemconcomp.2014.10.003
28
American Association of State Highway and Transportation Officials. AASHTO LRFD Bridge Design Specifications, Customary U. S. Units, 7th ed, with 2015 and 2016 Interim Revisions. Farmington Hills: AASHTO, 2016
29
Lee W F. Internal stability analyses of geosynthetic reinforced retaining walls. Dissertation for the Doctoral Degree. Seattle: University of Washington, 2000
30
A Shishegaran, M R Khalili, B Karami, T Rabczuk, A Shishegaran. Computational predictions for estimating the maximum deflection of reinforced concrete panels subjected to the blast load. International Journal of Impact Engineering, 2020, 139 : 103527– https://doi.org/10.1016/j.ijimpeng.2020.103527
31
FHWA. Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes—Volume I. Washington, D. C.: Federal Highway Administration, 2009
32
Zevgolis I E, Bourdeau P L. Stochastic modeling of redundancy in mechanically stabilized earth (MSE) walls. In: GeoCongress 2008: Geo sustainability and Geohazard Mitigation. New Orleans: ASCE, 2008, 1179–1186