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http://dx.doi.org/10.14481/jkges.2019.20.5.23

Engineering Characteristics of CLSM Using Bottom Ash and Eco-friendly Soil Binder  

Park, Giho (Department of Civil Engineering, Korea National University of Transportation)
Kim, Taeyeon (Department of Civil Engineering, Korea National University of Transportation)
Lee, Yongsoo (Department of Civil Engineering, Korea National University of Transportation)
Lee, Bongjik (Department of Civil Engineering, Korea National University of Transportation)
Publication Information
Journal of the Korean GEO-environmental Society / v.20, no.5, 2019 , pp. 23-29 More about this Journal
Abstract
In general, pipe laying works are performed by constructing underground facilities such as pipes and then refilling the rest of the area with sand or soil. However, there are many problems in the compaction process such as difficulties in tampering around the underground facility and low compaction efficiency. Such problems cause deformation and damage to the underground pipes during refilling work and ultimately cause road sinks. Construction methods using CLSM are one of the typical methods to solve these issues, and recently, studies on CLSM using coal ash, which has similar engineering properties as sand, have been actively performed to protect environment and recycle resources. While many studies have been conducted to recycle fly ash in many ways, the demand for recycling bottom ash is increasing as most of the bottom ash is not recycled and reclaimed at ash disposal sites. Therefore, in order to find bottom ash applications using eco-friendly soil binders that are environmentally beneficial and conform with CLSM standards, this study investigated flow characteristics and strength change characteristics of eco-friendly soil binders, weathered granite soil, a typical site-generated soil, bottom ash, and fly ash mixed soil and evaluated the soil pollution to present CLSM application methods using bottom ash.
Keywords
Bottom ash; Weathered granite soil; Eco-friendly soil binder; CLSM;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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