02396nam a2200409 4500 20260818090906.0 221297 th eng .b10200241 AIT Thesis no. 511 Chitchai anantasech Development of pore pressure in soil Bangkok : Asian Institute of Technology, 1973 79 p. Thesis ; no. 511 A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering at the Asian Institute of Technology, Bangkok, Thailand. Thesis (M.Eng.) - Asian Institute of Technology, 1973 This thesis presents the results of an investigation on the pore pressure response of artificially sedimented clay (kaolinite) and Bangkok clay under different drainage conditions and the pore pressure response of artificially sedimented clay (kaolinite) under different consolidation pressures, load increments and Kc. It was found that there were no significant effects on pore pressure response due to consolidation pressure, load increment and drainage conditions between undrained and drained conditions. However, there existed a higher pore pressure response under anisotropic consolidation conditions and in the partially drained condition. Soil consolidation Soils Clay Testing Nelson, John D., Chairperson Moh, Za-Chieh, Examination Committee Chai Muktabhant, Muktabhant, Examination Committee Government of the United Kingdoms and Asian Institute of Technology, Scholarship Donor Asian Institute of Technology. Thesis ; no. 511 Full-Text http://203.159.5.9/ait-thesis/detail.php?q=B24249 .b10200241 mnait v 260529 2 951012 m a v 0 mnait mnarc 20 40 Barcode : 30050002897543 CREATED : 1994-05-16 RECORD # : i10240974 LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 Barcode : 30050160107578 CREATED : 2016-04-21 RECORD # : i1294502x LPATRON : 0 LCHKIN : - # RENEWALS : 0 # OVERDUE : 0 IUSE3 : 0 TOT CHKOUT : 0 TOT RENEW : 0 29448 29448 0 0 0 0 MAIN MAIN mnait 2026-08-18 0 AIT Thesis no. 511 30050002897543 2026-08-18 09:09:06 1 2026-08-18 20 0 0 0 0 MAIN MAIN mnarc 2026-08-18 0 AIT Thesis no. 511 30050160107578 2026-08-18 09:09:06 2026-08-18 40