Performance monitoring and numerical assessment of a test embankment with preloading and vertical drains on Texcoco lacustrine soft clays

Geotextiles and Geomembranes - Tập 48 - Trang 546-560 - 2020
A.L. Espinosa-Santiago1, N.P. López-Acosta1
1Instituto de Ingeniería, Universidad Nacional Autónoma de México, UNAM, C.P. 04510, Coyoacán, Cd. Mx., Mexico

Tài liệu tham khảo

Abuel-Naga, 2009, Numerical characterization of advective gas flow through GM/GCL composite liners having a circular defect in the geomembrane, J. Geotech. Geoenviron. Eng., 135, 1661, 10.1061/(ASCE)GT.1943-5606.0000116 Abuel-Naga, 2012, Numerical assessment of equivalent diameter equations for prefabricated vertical drains, Can. Geotech. J., 49, 1427, 10.1139/t2012-091 Alanís, 2003 Asaoka, 1978, Observational procedure of settlement prediction. Soils and Foundations, Jpn. Times, 18, 87 Arulrajah, 2009, Ground improvement techniques for railway embankments, 162, 3 Baligh, 1986, Consolidation after undrained piezocone penetration II, J. Geotech. Eng. ASCE, 112, 727, 10.1061/(ASCE)0733-9410(1986)112:7(727) Barron, 1948, Consolidation of fine-grained soils by drain wells, Trans. Am. Soc. Civ. Eng., 113, 718, 10.1061/TACEAT.0006098 Bergado, 1991, Smear effects of vertical drains on soft Bangkok clay, J. Geotech. Eng., 117, 1509, 10.1061/(ASCE)0733-9410(1991)117:10(1509) Bergado, 1993, Improvement of soft Bangkok clay using vertical drains, Geotext. Geomembranes, 12, 615, 10.1016/0266-1144(93)90032-J Brinkgreve, 1994 Bo, 2007, Preloading and prefabricated vertical drains design for foreshore land reclamation projects: a case study, Ground Improv., 11, 67, 10.1680/grim.2007.11.2.67 Carrillo, 1942, Simple two-and three-dimensional cases in the theory of consolidation of soils, J. Math. Phys., 21, 1, 10.1002/sapm19422111 Chai, 2001, Simple method of modeling PVD-improved subsoil, J. Geotech. Geoenviron. Eng., 127, 965, 10.1061/(ASCE)1090-0241(2001)127:11(965) Chai, 2013, Modelling prefabricated vertical drain improved ground in plane strain analysis, 166, 65 Chai, 1999, Investigation of factors affecting vertical drain behavior, J. Geotech. Geoenviron. Eng., 125, 216, 10.1061/(ASCE)1090-0241(1999)125:3(216) Chai, 2000, A design method for soft subsoil improvement with prefabricated vertical drain, 161 Chapuis, 1998, Overdamped slug test in monitoring wells: review of interpretation methods with mathematical, physical, and numerical analysis of storativity influence, Can. Geotech. J., 35, 697, 10.1139/t98-041 Cheung, 1991, Some remarks on two and three dimensional consolidation analysis of sand-drained ground, Comput. Geotech., 12, 73, 10.1016/0266-352X(91)90012-5 Departamento del Distrito Federal, 2017 Diario Oficial de la Federación, 2004, Reglamento de la Ley de Desarrollo Urbano del Distrito Federal, Mexico, 16 Eriksson, 2000, Soil improvement at Stockholm-Arlanda airport, 4, 73 Espinosa, 2016 Espinosa, 2016, Influencia del esfuerzo confinante y del porcentaje de finos en la permeabilidad de materiales para drenes verticales de arena, J. Mexican Soc. Geotech. Eng., 242, 25 Furudoi, 2010, The second phase construction of Kansai International Airport considering the large and long-term settlement of the clay deposits, Soils Found., 50, 805, 10.3208/sandf.50.805 García-Flores, 2013 Ghandeharioon, 2011, Laboratory and finite-element investigation of soil disturbance associated with the installation of mandrel-driven prefabricated vertical drains, J. Geotech. Geoenviron. Eng., 138, 295, 10.1061/(ASCE)GT.1943-5606.0000591 Guo, 2018, Design chart for the modified hyperbolic method, Soils Found., 58, 511, 10.1016/j.sandf.2018.02.014 Guo, 2018, An observational method for consolidation analysis of the PVD-improved subsoil, Geotext. Geomembranes, 46, 625, 10.1016/j.geotexmem.2018.04.014 Hansbo, 1981, Consolidation of fine-grained soils by prefabricated drains, vol. 3, 12 Hird, 1992, Finite element modelling of vertical drains beneath embankments on soft ground, Geotechnique, 42, 499, 10.1680/geot.1992.42.3.499 Imai, 2020, Observation on consolidation settlement of ground improved by sand compaction pile and prefabricated vertical drain applied to dhaka MRT line 6, Geotech. Sustain. Infrastruct. Dev., 605, 10.1007/978-981-15-2184-3_78 Indraratna, 1992, Performance of test embankment constructed to failure on soft marine clay, J. Geotech. Eng., 118, 12, 10.1061/(ASCE)0733-9410(1992)118:1(12) Indraratna, 1994, Performance of embankment stabilized with vertical drains on soft clay, J. Geotech. Eng., 120, 257, 10.1061/(ASCE)0733-9410(1994)120:2(257) Indraratna, 1997, Plane-strain modeling of smear effects associated with vertical drains, J. Geotech. Geoenviron. Eng., 123, 474, 10.1061/(ASCE)1090-0241(1997)123:5(474) Indraratna, 1998, Laboratory determination of smear zone due to vertical drain installation, J. Geotech. Geoenviron. Eng., 124, 180, 10.1061/(ASCE)1090-0241(1998)124:2(180) Indraratna, 2005, Analytical and numerical solutions for a single vertical drain including the effects of vacuum preloading, Can. Geotech. J., 42, 994, 10.1139/t05-029 Jamiolkowski, 1981, Consolidation by vertical drains: uncertainties involved in prediction of settlement rates, 593 Karim, 2010, Predicting the long-term performance of a wide embankment on soft soil using an elastic-viscoplastic model, Can. Geotech. J., 47, 244, 10.1139/T09-087 Karstunen, 2010 Kitazume, 2012, Ground improvements in Haneda/Tokio international airport expansion project, vol. 165, 77 Li, 2001, Combined effects of reinforcement and prefabricated vertical drains on embankment performance, Can. Geotech. J., 38, 1266, 10.1139/t01-059 López-Acosta, 2016, Teorías para modelar sistemas de precarga con drenes verticales mediante el método del elemento finito López-Acosta, 2018, Data on horizontal hydraulic conductivity of fine-grained soils of the former Lake Texcoco (Mexico), Data Brief J., 19, 1670, 10.1016/j.dib.2018.06.013 López-Acosta, 2019, Characterization of soil permeability in the former Lake Texcoco, Mexico, Open Geosci., 11, 113, 10.1515/geo-2019-0010 López-Acosta, 2019, Performance of a test embankment on very soft clayey soil improved with drain-to-drain vacuum preloading technology, Geotext. Geomembranes, 47, 618, 10.1016/j.geotexmem.2019.103459 Marsal, 1959 Mayne, 1982, Ko-OCR relationships in soil, J. Soil Mech. Found Div., 108, 851 Mesri, 1987, Cα/Cc concept and K0 during secondary compression, J. Geotech. Eng., 113, 230, 10.1061/(ASCE)0733-9410(1987)113:3(230) NF P94–132, 2000 NOM-127-SSA1-1994. Salud ambiental. Agua para uso y consumo humano. Limites permisibles de calidad y tratamientos a que debe someterse el agua para su potabilización. Secretaría de Salud; published on November 2000 and came into effect on February 2001, 7 p. Onoue, 1988, Consolidation of multilayered anisotropic soil by vertical drains with well resistance, Soils Found., 28, 75, 10.3208/sandf1972.28.3_75 Ossa, 2019, Performance of a pavement foundation system based on the partial compensation of masses method, Soils Found., 59, 351, 10.1016/j.sandf.2018.12.007 Ovando-Shelley, 2007, The Sinking of Mexico City. Its effects on soil properties and seismic response, Soil Dynam. Earthq. Eng., 27, 333, 10.1016/j.soildyn.2006.08.005 Plaxis, 2018 Plaxis, 2018 Redana, 1999 Rendulic, 1935, Der hydrodynamische spannungsausgleich in zentral entwässerten Tonzylindern, Wasserwirtschaft und Technik, 2, 250 Rixner, 1986 Robertson, 2010, Estimating in-situ soil permeability from CPT& CPTu Rujikiatkamjorn, 2008, 2D and 3D numerical modeling of combined surcharge and vacuum preloading with vertical drains, Int. J. GeoMech., 8, 144, 10.1061/(ASCE)1532-3641(2008)8:2(144) Santoyo-Villa, 2005 Sathananthan, 2006, Laboratory evaluation of smear zone and correlation between permeability and moisture content, J. Geotech. Geoenviron. Eng., 132, 942, 10.1061/(ASCE)1090-0241(2006)132:7(942) Sharma, 2000, Characterization of a smear zone around vertical drains by large-scale laboratory tests, Can. Geotech. J., 37, 1265, 10.1139/t00-050 Shinsha, 1982, Consolidation settlement and lateral displacement of soft ground improved by sand-drains. Tsushi-to-Kiso, Jpn Soc. Soil Mech. Found. Eng., 30, 7 Stark, 1999, Prefabricated vertical-drain test section in Craney island dredged material management area, J. Perform. Constr. Facil., 13, 8, 10.1061/(ASCE)0887-3828(1999)13:1(8) Tan, 1991, Hyperbolic method for consolidation analysis, J. Geotech. Eng., 117, 1723, 10.1061/(ASCE)0733-9410(1991)117:11(1723) Tan, 1994, Hyperbolic method for settlements in clays with vertical drains, Can. Geotech. J., 31, 125, 10.1139/t94-014 Tan, 1995, Validation of hyperbolic method for settlement in clays with vertical drains, Soils Found., 35, 101, 10.3208/sandf1972.35.101 Terzaghi, 1943 USBR-7300-89, 1998, 1227 Vermeer, 1999, A soft soil model that accounts for creep, 249 Watabe, 2011, Site-investigation and geotechnical design of D-runway construction in Tokyo Haneda airport, Soils Found., 51, 1003, 10.3208/sandf.51.1003 Zhang, 2015, Consolidation analysis of soft soil improved with short deep mixed columns and long prefabricated vertical drains (PVDs), Geosynth. Int., 22, 366, 10.1680/jgein.15.00018