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http://dx.doi.org/10.12814/jkgss.2019.18.4.001

Improvement Effect and Field Application of Dynamic Replacement Using Crushed Rock  

Lee, In-Hwan (Department of Civil and Environmental Engineering, Incheon National University)
Lee, Chul-Hee (Department of Infrastructure Safety Research, Korea Institute of Civil Engineering and Building Technology)
Shin, Eun Chul (Department of Civil and Environmental Engineering, Incheon National University)
Publication Information
Journal of the Korean Geosynthetics Society / v.18, no.4, 2019 , pp. 1-13 More about this Journal
Abstract
The purpose of this study is to examine the effect of soft ground improvement by dynamic replacement with utilizing crushed rock. In order to understand the ground improvement effect when applying dynamic replacement method with crushed rock, the laboratory test and field test were performed. The internal friction angle and apparent cohesion were derived through direct shear test. The dynamic replacement characteristics were identified by analyzing the weight, drop, and number of blows needed for dynamic replacement. Through the field plate bearing test and density test, the bearing capacity and settlement of the improved ground were measured, and the numerical analysis were conducted to analyze the behavior of the improved ground. In this study, it proposes modified soil experimental coefficient(CDR) to 0.3~0.5 in the dynamic replacement method with crushed rock. Also when applying the dynamic replacement method using crushed rock, the particle size range is less than 100 mm, D90 is less than 80 mm and D15 is more than 30 mm.
Keywords
Crushed rock; Dynamic replacement; Improvement effect; $C_{DR}$ value;
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Times Cited By KSCI : 1  (Citation Analysis)
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