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Title: | Mechanism of sloping capillary barriers under high rainfall conditions | Authors: | Tami, Denny | Keywords: | DRNTU::Engineering::Civil engineering::Geotechnical | Issue Date: | 2004 | Abstract: | This thesis consists of 2 sections. In this research, the mechanism of sloping capillary barriers under high rainfall conditions was assessed through both laboratory experiments and numerical analyses. An infiltration box apparatus [2.45 m (L) x 2.0 m (H) x 0.4 m (W)] was designed and constructed in laboratory This facility was equipped with comprehensive instrumentation and data acquisition systems, such as pressure transducer-tensiometer system; time domain reflectometry (TDR); magnetic flowmeter and electronic weight balances. Rainfalls of different intensities and durations can be simulated through a rainfall simulator located at the top of the infiltration box. | URI: | http://hdl.handle.net/10356/12214 | Schools: | School of Civil and Environmental Engineering | Rights: | Nanyang Technological University | Fulltext Permission: | restricted | Fulltext Availability: | With Fulltext |
Appears in Collections: | CEE Theses |
Files in This Item:
File | Description | Size | Format | |
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CEE-THESES_53.pdf Restricted Access | Part 1 of 2 | 32.19 MB | Adobe PDF | View/Open |
CEE-THESES_54[1].pdf Restricted Access | Part 2 of 2 | 34.05 MB | Adobe PDF | View/Open |
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