03166nas|a2200421 i 4500 20260818113901.0 181199s1999 th uu m rtt 00| a1eng d .b11764831 AIT Thesis no. GE-98-13 Sompote Youwai Finite element modelling of hexagonal wire mesh embankment on soft foundation Bangkok : Asian Institute of Technology, 1999 99 leaves Thesis no. GE-98-13 A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering Thesis (M.Eng.) - Asian Institute of Technology, 1999 A full-scale hexagonal wire mesh embankment on Bangkok Clay has been analyzed by the finite element method. The agreement between the finite element results and the field data is quite good. The important simulation consideration for simulating the behavior of reinforced wall embankment were: the step of construction process, the variation of soil permeability during consolidation process and the selection of the appropriate model and properties at the interface between soil and the reinforcement. For the interface between soil and the reinforcement, the direct shear mechanism generally dominate the behavior of hexagonal wire mesh reinforcement. This implied that direct shear mechanism is the appropriate model for simulating the behavior of the hexagonal wire mesh reinforcement on soft ground foundation. For the parametric study, the tensile force on the soft foundation is more than on the stiff foundation. In addition, the tensile force will become higher if the reinforcement stiffness and the friction angle are increased and the reduction factor is decreased. The tensile force in the reinforcements can be adjusted depending on the stiffness of the reinforcement and on the types of the foundation. Finite element method Embankments Bergado, Dennes T., Chairperson Otsu, Hiroyasu, Co-chairperson Der Guey, Lin, Examination committee Asian Institute of Technology Partial Scholarship, Scholarship donor Asian Institute of Technology. Thesis ; no. GE-98-13 Full-Text http://203.159.5.9/ait-thesis/detail.php?q=B12448 .b11764831 mnait y 240419 0 991118 m a y 0 mnait mnait mnarc 20 40 Barcode : 30050120717318 CREATED : 1998-06-21 RECORD # : i12163399 LPATRON : 1022449 LCHKIN : 2010-03-24 # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 1 TOT CHKOUT : 19 TOT RENEW : 26 Barcode : 30050120717284 CREATED : 1998-06-21 RECORD # : i12163405 LPATRON : 1023382 LCHKIN : 2012-03-07 # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 16 TOT RENEW : 7 Barcode : 30050160080718 CREATED : 2016-05-17 RECORD # : i12979776 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 44924 44924 0 0 0 0 MAIN MAIN mnait 2026-08-18 50.00 0 AIT Thesis no. GE-98-13 30050120717318 2026-08-18 11:39:01 1 2026-08-18 20 0 0 0 0 MAIN MAIN mnait 2026-08-18 50.00 0 AIT Thesis no. GE-98-13 30050120717284 2026-08-18 11:39:01 2 2026-08-18 20 0 0 0 0 MAIN MAIN mnarc 2026-08-18 0 AIT Thesis no. GE-98-13 30050160080718 2026-08-18 11:39:01 1 2026-08-18 40