03146nam|a2200421 i 4500 20260817171233.0 010299s1987 th 0000|0 eng d .b10109870 AIT Thesis no. GT-86-10 Sivakumar, Theivendrampillai Behaviour of clay foundation under embankment loading by finite element analysis using crisp and ISBILD programs Bangkok : Asian Institute of Technology, 1987 65 p. Thesis ; no. GT-86-10 A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Engineering and Technology Thesis (M.Eng.) - Asian Institute of Technology, 1987 The behaviour of clay foundation under two test embankments namely; Nong Ngoo Hao test embankment and Bang Na-Bang Pakong Highway at Station (2+890) were analyzed by finite element method using critical state-effective stress and linear elastic-effective stress theory as embodied in the CRISP program and using non-linear elastic theory in the ISBILD program. The results showed that coupled consolidation using Biot's three-dimensional consolidation theory with modified cam-clay model incorporated in CRISP program successfully predicted the behaviour of clay foundation under embankment load. The result of linear elastic analysis in CRISP program showed that effective (drained) modulus of 60 times vane shear strength, successfully predicted the movement. Settlement analyses using the Terzaghi's method, Skempton & Bjerrum's method, Leroueil's method, Asaoka ' s curve fitting method and stress path methods were also included from the results of past studies for comparison. The stress path methods and Asaoka's method yielded good prediction while Leroueil's method overpredicted the measured values. Finite element method Clay Thailand Nong Ngoo Hao Testing Bergado, Dennes T., Chairperson Balasubramaniam, A.S., Examination Committee Towhata, Ikuo, Examintion Committee The Danish Government (DANIDA), Scholarship Donor Asian Institute of Technology. Thesis ; no. GT-86-10 Full-Text http://203.159.5.9/ait-thesis/detail.php?q=B19263 .b10109870 mnait s 240411 2 951012 m a s 0 mnait mnait mnarc 20 40 Barcode : 30050120652655 CREATED : 1995-10-13 RECORD # : i1012231x LPATRON : 1018666 LCHKIN : 2008-09-05 # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 1 TOT RENEW : 1 Barcode : 30050003014148 CREATED : 1995-10-13 RECORD # : i10122321 LPATRON : 1015018 LCHKIN : 2003-09-09 # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 3 TOT RENEW : 0 Barcode : 30050160052170 CREATED : 2016-05-23 RECORD # : i12986306 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 11444 11444 0 0 0 0 MAIN MAIN mnait 2026-08-17 0 AIT Thesis no. GT-86-10 30050120652655 2026-08-17 17:12:33 1 2026-08-17 20 0 0 0 0 MAIN MAIN mnait 2026-08-17 0 AIT Thesis no. GT-86-10 30050003014148 2026-08-17 17:12:33 2 2026-08-17 20 0 0 0 0 MAIN MAIN mnarc 2026-08-17 0 AIT Thesis no. GT-86-10 30050160052170 2026-08-17 17:12:33 1 2026-08-17 40