AI SearchMechanical behaviour of a trial embankment on Bangkok clay
Call Number: AIT Thesis no. GT-81-07 Material type:
SeriesSeries: Asian Institute of Technology. Thesis ; no. GT-81-07Publication details: Bangkok : Asian Institute of Technology, 1982Description: 163 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1982 Summary: This thesis reports the details of the mechanical behavior of a trial embankment placed on the campus of AIT during a period of October 1980 -- March 1982. It contains four main parts; (1) soil properties, (2) the behavior of a foundation during and after the construction of a trial embankment, (3) the further change in behavior of a foundation caused by the excavations near the toes of the embankment together with the additional fill of the excavated material along the slopes of existing embankment, (4) the results of analysis using a Finite Element Programme. It was found that the response of the foundation was understandable in its overall behavior but was far more complicated in its local behavior.
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. GT-81-07 (Browse shelf(Opens below)) | 1 | Available | 30050003010294 | |||||||||||||
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20-AIT Publication
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. GT-81-07 (Browse shelf(Opens below)) | 2 | Available | 30050003010302 | |||||||||||||
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Asian Institute of Technology Library Archives | AIT Thesis no. GT-81-07 (Browse shelf(Opens below)) | 1 | Available | 30050160070339 |
thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
Thesis (M.Eng.) - Asian Institute of Technology, 1982
This thesis reports the details of the mechanical behavior of a trial embankment placed on the campus of AIT during a period of October 1980 -- March 1982. It contains four main parts; (1) soil properties, (2) the behavior of a foundation during and after the construction of a trial embankment, (3) the further change in behavior of a foundation caused by the excavations near the toes of the embankment together with the additional fill of the excavated material along the slopes of existing embankment, (4) the results of analysis using a Finite Element Programme. It was found that the response of the foundation was understandable in its overall behavior but was far more complicated in its local behavior.
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