Show simple item record

contributor authorJonghwi Lee
contributor authorKyungmin Kim
contributor authorByungsik Chun
date accessioned2017-05-08T21:55:56Z
date available2017-05-08T21:55:56Z
date copyrightDecember 2012
date issued2012
identifier other%28asce%29mt%2E1943-5533%2E0000550.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66896
description abstractNew eco-friendly materials for soil improvement have been developed recently for construction purposes in civil engineering. An organic acid material encourages microbe proliferation over time and accelerates consolidation by biochemical penetration; soil particles are compacted by microbes and pore water is dissipated quickly. However, the effectiveness of organic acid has not yet been established. To investigate the strength characteristics of soil mixed with an organic acid, unconfined compressive strength tests were performed after aging soil samples with and without the organic acid. After 96 days of aging, the strength was generally 1.5–2.5 times greater than that without the organic acid. The pore structure of the soils was observed to change in a scanning electron microscopy analysis, and the change of total bacterial counts revealed the activity of microbes that reflects the strength characteristics. Moreover, this material is likely to be environmentally friendly according to the pH test.
publisherAmerican Society of Civil Engineers
titleStrength Characteristics of Soils Mixed with an Organic Acid Material for Improvement
typeJournal Paper
journal volume24
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000516
treeJournal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record