Extreme Compaction Effects on Gas Transport Parameters and Estimated Climate Gas Exchange for a Landfill Final Cover Soil-Reference-Cited by-同舟云学术

Extreme Compaction Effects on Gas Transport Parameters and Estimated Climate Gas Exchange for a Landfill Final Cover Soil

Published:2011-07 Issue:7 Volume:137 Page:653-662
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hamamoto Shoichiro¹²³⁴⁵,Moldrup Per¹²³⁴⁵,Kawamoto Ken¹²³⁴⁵,Wickramarachchi Praneeth Nishadi¹²³⁴⁵,Nagamori Masanao¹²³⁴⁵,Komatsu Toshiko¹²³⁴⁵

Affiliation:

1. Assistant Professor, Graduate School of Science and Engineering, Saitama Univ., 225 Shimo-okubo, Sakura-ku, Saitama, 338-8570, Japan (corresponding author).

2. Professor, Environmental Engineering Section, Dept. of Biotechnology, Chemistry and Environmental Engineering, Aalborg Univ., Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark.

3. Associate Professor, Graduate School of Science and Engineering, Saitama Univ., 225 Shimo-okubo, Sakura-ku, Saitama, 338-8570, Japan.

4. Ph.D. Student, Graduate School of Science and Engineering, Saitama Univ., 225 Shimo-okubo, Sakura-ku, Saitama, 338-8570, Japan.

5. Senior Scientist, Center for Environmental Science, 914 Kamitanadare, Kisai, Kitasakitama, Saitama 347-0115, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000459

Reference59 articles.

1. Field Performance of a Compacted Clay Landfill Final Cover at a Humid Site

2. ASTM. (2008a). “Standard practice for classification of soils for engineering purposes (Unified Soil Classification System).” D2487 West Conshohocken PA.

3. ASTM. (2008b). “Standard test methods for laboratory compaction characteristics of soil using modified effort (56 000 ft-lbf/ft3 (2 700 kN-m/m3)).” D1557 West Conshohocken PA.

4. ASTM. (2008c). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)).” D698 West Conshohocken PA.

5. MODELLING OF SOIL PORES AS TUBES USING GAS PERMEABILITIES, GAS DIFFUSIVITIES AND WATER RELEASE

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