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    Permeability Functions for Unsaturated Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): E. C. Leong; H. Rahardjo
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the three categories of permeability functions for unsaturated soils, including empirical, macroscopic, and statistical models. The theoretical backgrounds and performance of each category are examined ...
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    Review of Soil-Water Characteristic Curve Equations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): E. C. Leong; H. Rahardjo
    Publisher: American Society of Civil Engineers
    Abstract: Practical applications of unsaturated soil mechanics still lag behind the state-of-the-art knowledge. The main stumbling block is the time-consuming processes involved in the measurement of the unsaturated soil parameters ...
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    Discussion of “Unsaturated Hydraulic Conductivity of Two Compacted Barrier Soils” by E. C. Leong and H. Rahardjo 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): E. C. Leong; H. Rahardjo
    Publisher: American Society of Civil Engineers
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    Behavior of Unsaturated Layered Soil Columns during Infiltration 

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 004
    Author(s): H. Yang; H. Rahardjo; E.-C. Leong
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the laboratory test results of vertical infiltration on two soil columns of finer over coarser soils subject to simulated rainfalls under conditions of no-ponding at the surface and constant head at the ...
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    Closure to “Shear Strength Equations for Unsaturated Soil under Drying and Wetting” by Goh Shin Guan, Harianto Rahardjo, and Leong Eng Choon 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): S. G. Goh; H. Rahardjo; E. C. Leong
    Publisher: American Society of Civil Engineers
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    Shear Strength of Compacted Soil under Infiltration Condition 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): F. Melinda; H. Rahardjo; K. K. Han; E. C. Leong
    Publisher: American Society of Civil Engineers
    Abstract: Landslides in residual soil slopes are commonly induced by rainfall infiltration. These residual soils are typically in an unsaturated state with negative pore-water pressures or matric suctions since the groundwater tables ...
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    Coupled Model for Heat, Moisture, Air Flow, and Deformation Problems in Unsaturated Soils 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 012
    Author(s): D. Q. Yang; H. Rahardjo; E. C. Leong; V. Choa
    Publisher: American Society of Civil Engineers
    Abstract: Through extensive review and study on the different aspects of coupled processes in unsaturated soil, a general three-dimensional mathematical model for coupled heat, moisture, air flow, and deformation problems in unsaturated ...
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    Performance of an Instrumented Slope Covered by a Capillary Barrier System 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): H. Rahardjo; V. A. Santoso; E. C. Leong; Y. S. Ng; C. J. Hua
    Publisher: American Society of Civil Engineers
    Abstract: A capillary barrier as a cover system is a two-layer system of distinct hydraulic properties to prevent water infiltration into the underlying soil by utilizing unsaturated soil mechanics principles. This paper illustrates ...
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    Soil-Water Characteristic Curves for Compacted Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): E. C. Leong; H. Rahardjo; James M. Tinjum; Craig H. Benson; Lisa R. Blotz
    Publisher: American Society of Civil Engineers
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    Factors Controlling Instability of Homogeneous Soil Slopes under Rainfall 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 012
    Author(s): H. Rahardjo; T. H. Ong; R. B. Rezaur; E. C. Leong
    Publisher: American Society of Civil Engineers
    Abstract: Rainfall-induced slope failure is a common geotechnical problem in the tropics where residual soils are abundant. Although the significance of rainwater infiltration in causing landslides is widely recognized, there have ...
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