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.Doctor of Philosophy (CEE
Measurements of capillary barrier performance have been conducted in above-grade wooden structures (...
Slope instability is often caused by decreases in suction due to heavy and prolonged rainfall. In th...
Residual soil slope failure due to rainfall infiltration is one of geotechnical hazards receiving mu...
This thesis consists of 2 sections. In this research, the mechanism of sloping capillary barriers un...
A physical capillary barrier model has been developed to study the mechanism and the effectiveness o...
A capillary barrier as a cover system is a two‐layer system of distinct hydraulic properties to prev...
Slope instability is often caused by decreases in suction due to heavy and prolonged rainfall. In th...
Interest in research on capillary barrier (CB) in regions with humid climates (tropical and subtropi...
Rainfall-induced landslide is one of the most destructive natural disasters that can jeopardize publ...
This report is a summary of the findings of RG 7/99 research project entitled "Capillary Barrier for...
Capillary barrier system (CBS) is a soil cover system which consists of two layers of soil with dist...
A sloping layered soil model consisting of a fine sandy silt layer over a coarse ‘jointed’ silty...
The most common cause of slope instability is intense or sustained rainfall, which may induce reduct...
A capillary barrier system is a promising alternative measure for controlling rainfall infiltration ...
Concept, design and results of hydrological experiments in two tilt-gutters (10 m and 1 m long) to t...
Measurements of capillary barrier performance have been conducted in above-grade wooden structures (...
Slope instability is often caused by decreases in suction due to heavy and prolonged rainfall. In th...
Residual soil slope failure due to rainfall infiltration is one of geotechnical hazards receiving mu...
This thesis consists of 2 sections. In this research, the mechanism of sloping capillary barriers un...
A physical capillary barrier model has been developed to study the mechanism and the effectiveness o...
A capillary barrier as a cover system is a two‐layer system of distinct hydraulic properties to prev...
Slope instability is often caused by decreases in suction due to heavy and prolonged rainfall. In th...
Interest in research on capillary barrier (CB) in regions with humid climates (tropical and subtropi...
Rainfall-induced landslide is one of the most destructive natural disasters that can jeopardize publ...
This report is a summary of the findings of RG 7/99 research project entitled "Capillary Barrier for...
Capillary barrier system (CBS) is a soil cover system which consists of two layers of soil with dist...
A sloping layered soil model consisting of a fine sandy silt layer over a coarse ‘jointed’ silty...
The most common cause of slope instability is intense or sustained rainfall, which may induce reduct...
A capillary barrier system is a promising alternative measure for controlling rainfall infiltration ...
Concept, design and results of hydrological experiments in two tilt-gutters (10 m and 1 m long) to t...
Measurements of capillary barrier performance have been conducted in above-grade wooden structures (...
Slope instability is often caused by decreases in suction due to heavy and prolonged rainfall. In th...
Residual soil slope failure due to rainfall infiltration is one of geotechnical hazards receiving mu...