Full-Scale Field Impact Load Experiments on Buried Pipes in Geosynthetic-Reinforced Soils

Transportation Geotechnics - Tập 38 - Trang 100927 - 2023
Gunes Babagiray1, Sami Oguzhan Akbas1, Ozgur Anil1
1Civil Engineering Dept., Gazi University, Maltepe, Ankara 06570, Turkiye

Tài liệu tham khảo

Ahmed, 2015, On the role of geogrid reinforcement in reducing earth pressure on buried pipes: Experimental and numerical investigations, Soils Found, 55, 588, 10.1016/j.sandf.2015.04.010 Alkhorshid, 2021, Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: Numerical evaluation, J Rock Mech Geotech Eng, 13, 1173, 10.1016/j.jrmge.2021.03.004 Anil, 2017, Investigation of the impact behavior of steel and composite pipes with protective layer, Struct Concr, 18, 421, 10.1002/suco.201600128 Anil, 2015, Improving the impact behavior of pipes using geofoam layer for protection, Int J Press Vessel Pip, 132–133, 52, 10.1016/j.ijpvp.2015.05.007 Araújo, 2012, Comparisons between predicted and observed behaviour of a geosynthetic reinforced abutment on soft soil, Eng Geol, 147–148, 101, 10.1016/j.enggeo.2012.07.008 Babagiray, 2016, Investigation of impact behavior of HDPE pipes with geocell protective layer, 762 Babagiray, 2021, Investigation of the impact behaviour when using single and double layers of geosynthetics on buried pipe structures, Acta Geotech Slovenica, 84–105 Badakhshan, 2015, Load eccentricity effects on behavior of circular footings reinforced with geogrid sheets, J Rock Mech Geotech Eng, 7, 691, 10.1016/j.jrmge.2015.08.006 Biabani, 2016, Modelling of geocell-reinforced subballast subjected to cyclic loading, Geotext Geomembr, 44, 489, 10.1016/j.geotexmem.2016.02.001 Boushehrian, 2003, Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand, Geotext Geomembr, 21, 241, 10.1016/S0266-1144(03)00029-3 Corey, 2014, Laboratory study on geosynthetic protection of buried steel-reinforced HDPE pipes from static loading, J Geotech Geoenviron Eng, 140, 10.1061/(ASCE)GT.1943-5606.0001113 El Sawwaf, 2007, Behavior of strip footing on geogrid-reinforced sand over a soft clay slope, Geotext Geomembr, 25, 50, 10.1016/j.geotexmem.2006.06.001 Emami Saleh, 2021, Deformation of buried large diameter steel pipes during staged construction and compaction-case study and finite element analysis, Transp Geotech, 31, 10.1016/j.trgeo.2021.100649 Galve, 2012, Application of risk, cost–benefit and acceptability analyses to identify the most appropriate geosynthetic solution to mitigate sinkhole damage on roads, Eng Geol, 145–146, 65, 10.1016/j.enggeo.2012.07.002 Geoplas Plastic Soil Techniques and Chemistry Ltd. Manufacturer Company of Geosynthetic Products; 2021, from https://www.geoplas.com.tr/en. Hegde, 2014, Protection of buried pipelines using a combination of geocell and geogrid, Ground Improve Geosynth, 289, 10.1061/9780784413401.029 Hufenus, 2006, Full-scale field tests on geosynthetic reinforced unpaved roads on soft subgrade, Geotext Geomembr, 24, 21, 10.1016/j.geotexmem.2005.06.002 Khalaj, 2017, Protection of buried pipe under repeated loading by geocell. World Multidisciplinary Earth Sciences Symposium, IOP Conf Series: Earth Environ Sci, 95, 022030 Khan, 2022, Stress distribution around the conduit buried within a soil slope – An experimental investigation, Transp Geotech, 32, 10.1016/j.trgeo.2021.100687 Korini, 2021, The influence of geosynthetics design on the behavior of reinforced soil embankments subjected to rockfall impacts, Eng Geol, 286, 10.1016/j.enggeo.2021.106054 Kou, 2020, Numerical modelling of unreinforced and geosynthetic-reinforced sandy soil cover over large-diameter HDPE and PVC pipes, Geotech Geol Eng, 39, 1689, 10.1007/s10706-020-01548-3 Latha, 2009, Effect of reinforcement form on the bearing capacity of square footings on sand, Geotext Geomembr, 27, 409, 10.1016/j.geotexmem.2009.03.005 McKeana, 2001, Field evaluation of the long-term performance of geocomposite sheet drains, Geotext Geomembr, 19, 213, 10.1016/S0266-1144(01)00007-3 Mehrpazhouh, 2019, Impact of repeated loading on mechanical response of a reinforced sand, J Rock Mech Geotech Eng, 11, 804, 10.1016/j.jrmge.2018.12.013 Moghaddas Tafreshi, 2020, Combining EPS geofoam with geocell to reduce buried pipe loads and trench surface rutting, Geotext Geomembr, 48, 400, 10.1016/j.geotexmem.2019.12.011 Moghaddas Tafreshi, 2010, Comparison of bearing capacity of a strip footing on sand with geocell and with planar forms of geotextile reinforcement, Geotext Geomembr, 28, 72, 10.1016/j.geotexmem.2009.09.003 Moghaddas Tafreshi, 2008, Laboratory tests of small-diameter HDPE pipes buried in reinforced sand under repeated-load, Geotext Geomembr, 26, 145, 10.1016/j.geotexmem.2007.06.002 Palmeira, 2010, Protection of buried pipes against accidental damage using geosynthetics, Geosynth Int, 17, 228, 10.1680/gein.2010.17.4.228 PicoCoulomB Group. Manufacturer Company of Model 353B02 Accelerometer; 2020, from http://www.pcb.com/products?model=353B02. Pires, 2021, The influence of geosynthetic reinforcement on the mechanical behaviour of soil-pipe systems, Geotext Geomembr, 49, 1117, 10.1016/j.geotexmem.2021.03.006 Plácido, 2019, Evaluation of geocomposite compressible layers as induced trench method applied to shallow buried pipelines, Geotext Geomembr, 47, 662, 10.1016/j.geotexmem.2019.103471 Raja, 2021, Experimental study on repeatedly loaded foundation soil strengthened by wraparound geosynthetic reinforcement technique, J Rock Mech Geotech Eng, 13, 899, 10.1016/j.jrmge.2021.02.001 Saran, 2018, Centrifuge model tests on the use of geosynthetic layer as an internal drain in levees, Geotext Geomembr, 46, 257, 10.1016/j.geotexmem.2017.12.004 Tavakoli Mehrjardi, 2013, Pipe response in a geocell-reinforced trench and compaction considerations, Geosynth Int, 20, 105, 10.1680/gein.13.00005 Tokyo Measuring Instruments Laboratory Co. Ltd. Manufacturer Company of Pressure Cells; 2020, from https://www.tml.jp/. Venkateswarlu, 2018, Laboratory and numerical investigation of machine foundations reinforced with geogrids and geocells, Geotext Geomembr, 46, 882, 10.1016/j.geotexmem.2018.08.006 Wavin - Plastic Pipe System Solutions. Manufacturer Company of High Density Polyethylene Pipes; 2020, from https://www.wavin.com/tr-en. Zhou, 2020, Feasibility study on the use of geosynthetics to reinforce buried HDPE pipes subjected to localized ground subsidence, Transp Geotech, 22, 10.1016/j.trgeo.2019.100303