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| 1 |
The Behavior of Piled Bridge Abutments Subjected to Lateral Soil Movements - A Study on the Centrifuge Model Tests -
서정주;서동희;정상섬;김유석;
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Korean Geotechnical Society
, v.19, no.1, pp.5-19,
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| 2 |
The Behavior of Piled Bridge Abutments Subjected to Lateral Soil Movements - Design Guidelines -
이진형;서정주;정상섬;장범수;
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Korean Geotechnical Society
, v.19, no.1, pp.21-29,
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| 3 |
New Design Method for Pile Group Under Vertical Load
이수형;정충기;
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Korean Geotechnical Society
, v.19, no.1, pp.31-40,
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| 4 |
In-situ Monitoring of Matric Suctions in a Weathered Soil Slope
이인모;조우성;김영욱;성상규;
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Korean Geotechnical Society
, v.19, no.1, pp.41-49,
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| 5 |
Bearing Capacity Characteristics of SIP Piles
박종배;김정수;정형식;
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Korean Geotechnical Society
, v.19, no.1, pp.51-60,
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| 6 |
Determination of Critical State Parameters in Sandy Soils from Standard Triaxial Testing (I) : Review and Application
조계춘;
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Korean Geotechnical Society
, v.19, no.1, pp.61-75,
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| 7 |
Determination of Critical State Parameters in Sandy Soils from Standard Triaxial Testing (II) : Experiment and Recommendation
조계춘;
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Korean Geotechnical Society
, v.19, no.1, pp.77-92,
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| 8 |
A Study on the Estimation of In-situ Undrained Shear Strength Using Effective Stress Paths of Reconstituted Sample by Unconfined Compression Test
박성재;오원택;정경환;여주태;
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Korean Geotechnical Society
, v.19, no.1, pp.93-102,
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| 9 |
A Study on Basic Properties of the Reinforced-roadbed Material Using Water Quenched Blast Furnace Slag
이선복;윤지선;
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Korean Geotechnical Society
, v.19, no.1, pp.103-110,
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| 10 |
A New Stress Path Test Method for Evaluating Settlement Behaviors of Clay Deposits
정충기;최영태;김창엽;이원택;
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Korean Geotechnical Society
, v.19, no.1, pp.111-120,
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| 11 |
The Analysis of the Bearing Capacity of Layered Clay by Numerical Methods
김영민;
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Korean Geotechnical Society
, v.19, no.1, pp.121-129,
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| 12 |
Analysis of Electroosmosis Drainage in Clayey Soil
김병일;한상재;김수삼;
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Korean Geotechnical Society
, v.19, no.1, pp.131-142,
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| 13 |
Stress-Strain-Strain Rate of Overconsolidated Clay Dependent on Stress and Time History
한상재;김수삼;김병일;
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Korean Geotechnical Society
, v.19, no.1, pp.143-150,
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| 14 |
Initial Excess Pore Pressure Induced by Cone Penetration in Normally Consolidated Clays
임형덕;이우진;김대규;
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Korean Geotechnical Society
, v.19, no.1, pp.151-161,
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| 15 |
Engineering Properties of Composite Silicate Grout Materials
천병식;양형칠;
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Korean Geotechnical Society
, v.19, no.1, pp.163-172,
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| 16 |
The Effect of Displacement Rate on Shear Characteristics of Geotextile-involved Ceosynthetic Interfaces
김진만;
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Korean Geotechnical Society
, v.19, no.1, pp.173-180,
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| 17 |
Nonlinearly Distributed Active Earth Pressure on n Translating Rigid Retaining Wall : I. Formulation
백규호;
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Korean Geotechnical Society
, v.19, no.1, pp.181-189,
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| 18 |
Nonlinearly Distributed Active Earth Pressure on a Translating Rigid Retaining Wall : II. Application
백규호;
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Korean Geotechnical Society
, v.19, no.1, pp.191-199,
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| 19 |
The Utilization of Waste Foundry Sand as Backfill Material for Underground Electric Utility Systems
이대수;홍성연;김경열;상현규;
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Korean Geotechnical Society
, v.19, no.1, pp.201-207,
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| 20 |
Estimation of Shaft Resistance of Drilled Shafts Based on Hoek-Brown Criterion
사공명;백규호;
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Korean Geotechnical Society
, v.19, no.1, pp.209-220,
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| 21 |
An Equation for the Prediction of Material Function of Super Soft Clay
Kang, Myoung-Chan;Lee, Song;
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Korean Geotechnical Society
, v.19, no.1, pp.221-228,
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| 22 |
An Experimental Study on the Dynamic Characteristics of Frozen Soil
서상열;
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Korean Geotechnical Society
, v.19, no.1, pp.229-236,
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