04355nas a2200433 a 4500 20260817162257.0 160129s2013 th uu|m rtt 0| a1eng d .b12160775 AIT Thesis no.GE-12-02 Nachanok Chanmee Analysis and simulations of flood control and erosion protection designs using the PLAXIS 2D and slide software Pathum Thani, Thailand : Asian Institute of Technology, 2013 98 p. : ill. + 1 online resource Thesis ; no. GE-12-02 A thesissubmitted in partial fulfillment of the requirements for thedegree of Master of Engineering inGeotechnical and Geoenvironmental Engineering, School of Engineering and Technology Thesis (M. Eng.) - Asian Institute of Technology, 2012 After devastating floods in Thailand in 2011, flood and erosion protection barriershave become very important. There are many types of these protection barriers such as various designs dikes and reinforced structures.Finiteelement and limit equilibrium methods were performed to analyzedfloodand erosion protection schemesin term of theirstability and deformations assuminggroundwater and/or flooding. This study also concerned with supporting and reinforcing material such asgeosynthetics and concrete sheet pile and concrete slab.PLAXIS FEM 2D analysis was utilized topredict the vertical deformation of flood protection barriers in case of additional embankment height. PLAXIS FEM 2D also usedto predict factor of safety for each designschemein case of ground water and flooding with seepage. In each design of flood protection structure around Bangkok area useddifference soil parameter due to differentlocations. The Slide Softwarewas utilizedto predictthe value offactor of safety using Bishop, Janbu and Spencer methods in case of 2 mdepth groundwater and flooding with seepage for each flood and erosion protection structure by using the same soil and support parameters which was used in PLAXISFEM2D Software. Moreover, comparing the best design between each flood and erosion protection structures werecarried out. For settlementsfor embankment with additional heights, The AIT design has smaller settlement than Hi-Tect design. The optimum flood protection barriers design in case of 2 m depth of groundwater simulated by both PLAXIS FEM2D and Slide Softwareswas the design ofNavanakorn-Rojana Industrial Estate. In case of flooding with seepage, Bang Pa-In Industrial Estate designis the optimum design. For optimum simulated design of riverbank erosion protection in Laos in both casesof low and high water level by both PLAXIS FEM 2D and SlideSoftwareswas found to be located atKM90+600. Furthermore,comparingthe results from PLAXISFEM 2D and Slide Softwares, the result from PLAXIS 2D seemsto havehigher accuracy Flood control Simulation methods Thailand Bangkok Bergado, Dennes T., Chairperson Noppadol Phien-Wej, Examination Committee Pham, Huy Giao, Examination Committee Royal Thai Government, Scholarship donor AIT Fellowship, Scholarship donor Asian Institute of Technology. Thesis ; no. GE-12-02 Full-Text http://203.159.5.9/ait-thesis/detail.php?q=B03031 .b12160775 mnait z 240405 0 160129 m a z 0 000:001:PDF:b1216077:002388:0:0:0:0:0:0 Abstract--AIT Thesis no.GE-12-02 n mnait mnait mnarc 20 40 Barcode : 30050120813588 CREATED : 2016-01-29 RECORD # : i12875594 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 Barcode : 30050120813570 CREATED : 2016-01-29 RECORD # : i12875600 LPATRON : 1030200 LCHKIN : 2021-04-03 # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 1 TOT CHKOUT : 3 TOT RENEW : 13 Barcode : 30050120401848 CREATED : 2017-09-14 RECORD # : i13100440 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 4527 4527 0 0 0 0 MAIN MAIN mnait 2026-08-17 50.00 0 AIT Thesis no.GE-12-02 30050120813588 2026-08-17 16:22:57 1 2026-08-17 20 0 0 0 0 MAIN MAIN mnait 2026-08-17 50.00 0 AIT Thesis no.GE-12-02 30050120813570 2026-08-17 16:22:57 2 2026-08-17 20 0 0 0 0 MAIN MAIN mnarc 2026-08-17 0 AIT Thesis no.GE-12-02 30050120401848 2026-08-17 16:22:57 1 2026-08-17 40