Effects of Hysteresis on Steady-State Infiltration in Unsaturated Slopes

Author:

Tami Denny1,Rahardjo Harianto2,Leong Eng-Choon3

Affiliation:

1. Research Scholar, School of Civil and Environmental Engineering, Nanyang Technological Univ., Block N1, B4b-06, 50 Nanyang Ave., Singapore 639798.

2. Associate Professor and Vice Dean, School of Civil & Environmental Engineering, Nanyang Technological Univ., Block N1, 1A-02, 50 Nanyang Ave., Singapore 639798.

3. Associate Professor, School of Civil & Environmental Engineering, Nanyang Technological Univ., Block N1, 1C-80, 50 Nanyang Ave., Singapore 639798.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference29 articles.

1. American Society for Testing and Materials (ASTM). (1990). “Standard test method for particle-size analysis of soils.” D422-63 West Conshohocken Pa.

2. American Society for Testing and Materials (ASTM). (1993). “Standard test method for specific gravity of soils.” D854-92 West Conshohocken Pa.

3. American Society for Testing and Materials (ASTM). (1994a). “Standard classification of soils for engineering purposes (unified soil classification system).” D2487-93 West Conshohocken Pa.

4. American Society for Testing and Materials (ASTM). (1994b). “Standard test method for measurement of moisture characteristic curve using a tempe cell.” D2325-68 West Conshohocken Pa.

5. American Society for Testing and Materials (ASTM). (1995). “Standard test method for permeability of granular soils (constant head).” D2434-68 West Conshohocken Pa.

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