One-Dimensional Compression Behavior of a Soil with High Organic Matter Content-Reference-Cited by-同舟云学术

One-Dimensional Compression Behavior of a Soil with High Organic Matter Content

Published:2008-01 Issue:1 Volume:134 Page:1-13
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Santagata Marika¹²³⁴,Bobet Antonio¹²³⁴,Johnston Cliff T.¹²³⁴,Hwang Joonho¹²³⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall, West Lafayette, IN 47907-2051 (corresponding author).

2. Associate Professor, School of Civil Engineering, Purdue Univ., 550 Stadium Mall, West Lafayette, IN 47907-2051.

3. Professor, Dept. of Agronomy, Purdue Univ., 915 W. State St., West Lafayette, IN 47907.

4. Project Professional, Fugro Consultants Inc., 6100 Hillcroft, Houston, TX 77274.

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%291090-0241%282008%29134%3A1%281%29

Reference39 articles.

1. Ajlouni M. A. (2000). “Geotechnical properties of peats and related engineering problems.” Ph.D. thesis Univ. of Illinois at Urbana-Champaign Urbana Ill.

2. Andresen A. and Kolstad P. (1979). “The NGI 54 mm sampler for undisturbed sampling of clays and representative sampling of coarser materials.” Proc. Int. Symp. of Soil Sampling Singapore 13–21.

3. ASTM. (2006a). “Classification of soils for engineering purposes (unified soil classification system).” Annual book of ASTM standards D2487 Vol. 4.08.

4. ASTM. (2006b). “Standard test method for one-dimensional consolidation properties of soils using controlled-strain loading.” Annual book of ASTM standards D4186 Vol. 4.08.

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