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| 1 |
The Undrained Shear Strength Characteristics of Mixed Soil with Oyster Shells
송영진;김기영;문홍득;
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Korean Geotechnical Society
, v.19, no.6, pp.7-14,
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| 2 |
A Study on Field Application of a Deformable Rod Sensor to Large Diameter Drilled Shafts
정성기;김상일;정성교;최용규;이민희;
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Korean Geotechnical Society
, v.19, no.6, pp.15-22,
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| 3 |
Compressibility Characteristics of the Lime Treated Clay
민덕기;황광모;오미희;
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Korean Geotechnical Society
, v.19, no.6, pp.23-29,
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| 4 |
Sulphate Effects on Lime and Chemical Additives Stabilized Soils
민덕기;황광모;정진형;
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Korean Geotechnical Society
, v.19, no.6, pp.31-38,
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| 5 |
A Study of Rockbursts Within a Deep Mountain TBM Tunnel
Lee, Seong-Min;Park, Boo-Seong;
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Korean Geotechnical Society
, v.19, no.6, pp.39-47,
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| 6 |
Model Tests on Embankment Piles with Isolated Pile Caps
홍원표;이광우;
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Korean Geotechnical Society
, v.19, no.6, pp.49-59,
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| 7 |
A Study on the Behaviour of an Earth and Rockfill Dam Due to Reservoir Water
Shin, Jong-Ho;
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Korean Geotechnical Society
, v.19, no.6, pp.61-70,
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| 8 |
Behaviors of the High-profile Arch Soil-steel Structure During Construction
이종구;조성민;김경석;김명모;
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Korean Geotechnical Society
, v.19, no.6, pp.71-84,
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| 9 |
Evaluation of Soil Factors for Determination of Seismic Base Shear Force for High Story Buildings During Earthquake
윤종구;김동수;임종석;손덕길;
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Korean Geotechnical Society
, v.19, no.6, pp.85-97,
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| 10 |
Application of Genetic Algorithm for Designing Tapered Landfill Lining System Subjected to Equipment Loadings
박현일;이승래;
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Korean Geotechnical Society
, v.19, no.6, pp.99-106,
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| 11 |
A Study on the Stress Concentration of Crushed-stone Compaction Piles through Field Loading Test
이민희;최용규;임종철;황근배;
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Korean Geotechnical Society
, v.19, no.6, pp.107-114,
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| 12 |
Design Case Study of Geosynthetic Reinforced Segmental Retaining Walls in Tiered Configuration
유충식;허병주;
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Korean Geotechnical Society
, v.19, no.6, pp.115-125,
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| 13 |
Lateral Behavior of Abutment Piles in Full Integral Bridge During 7 Days in Response to Hydration Heat and Drying Shrinkage
;;;;Thomas A. Bolte;
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Korean Geotechnical Society
, v.19, no.6, pp.127-149,
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| 14 |
Wedge Failure Probability Analysis for Rock Slope Based on Non-linear Shear Strength of Discontinuity
윤우현;천병식;
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Korean Geotechnical Society
, v.19, no.6, pp.151-160,
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| 15 |
Analysis of Steep Cuts and Slopes in Cemented Sand Using Fracture Mechanics
Kim, Tae-Hoon;Kang, Kwon-Soo;Lee, Jong-Cheon;
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Korean Geotechnical Society
, v.19, no.6, pp.161-168,
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| 16 |
Estimation of Undrained Shear Strength Using Piezocone Test
박용원;구남실;이상익;
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Korean Geotechnical Society
, v.19, no.6, pp.169-179,
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| 17 |
Experimental and Numerical Study of Interactions Between Parallel Tunnels
Kim, Sang-Hwan;
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Korean Geotechnical Society
, v.19, no.6, pp.181-187,
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| 18 |
Influence of Weak Ground Ahead of the Tunnel Face on 3D-displacement and Face Extrusion
Jeon, Je-Sung;
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Korean Geotechnical Society
, v.19, no.6, pp.189-206,
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| 19 |
A Study on the Evaluation of Smear Zone by In-situ Tests
이장덕;구자갑;
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Korean Geotechnical Society
, v.19, no.6, pp.207-216,
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| 20 |
An Evaluation of Smeared Zone Due to Mandrel Penetration
박영목;
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Korean Geotechnical Society
, v.19, no.6, pp.217-225,
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| 21 |
The Structural Characteristics of Non-slip Device in Connecting Method Between Steel Pipe Pile and Footing
박영호;김낙영;
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Korean Geotechnical Society
, v.19, no.6, pp.227-243,
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| 22 |
A Study on Anisotropic Reinforcing Mechanism of Umbrella Arch Reinforcement Method in Tunnelling
배규진;신휴성;최용기;
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Korean Geotechnical Society
, v.19, no.6, pp.245-259,
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| 23 |
Condition Evaluation of the Pavement Foundations Using Multi-load Level FWD Deflections
Park, Hee-Mun;Kim, Richard Y.;Park, Seong-Wan;
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Korean Geotechnical Society
, v.19, no.6, pp.261-271,
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| 24 |
Application of the SASW Method to the Evaluation of Grouting Performance for a Soft Ground of a Tunnel
조미라;강태호;
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Korean Geotechnical Society
, v.19, no.6, pp.273-283,
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| 25 |
Evaluation of Interface Shear Properties Between Geosynthetics and Soils Through Inclined Board Tests
서민우;신준수;박준범;박인준;
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Korean Geotechnical Society
, v.19, no.6, pp.285-298,
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| 26 |
Estimation of Consolidation Period for Dredged Soil by Mikasa Theory
주재우;정규향;조진구;
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Korean Geotechnical Society
, v.19, no.6, pp.299-306,
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| 27 |
A Study on the Behavior Characteristics of Soft Clay Ground by C.G.S Method
천병식;여유현;
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Korean Geotechnical Society
, v.19, no.6, pp.307-323,
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| 28 |
Applicability of CGS for Remediation and Reinforcement of Damaged Earth Dam Core
천병식;최중근;
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Korean Geotechnical Society
, v.19, no.6, pp.325-334,
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| 29 |
Development of Pressuremeter for Evaluation of Deformation Characteristic at Whole Strain Ranges
권기철;
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Korean Geotechnical Society
, v.19, no.6, pp.335-342,
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| 30 |
Application of Artificial Neural Networks(ANN) to Ultrasonically Enhanced Soil Flushing of Contaminated Soils
황명기;김지형;김영욱;
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Korean Geotechnical Society
, v.19, no.6, pp.343-350,
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| 31 |
The Evaluation of Damage Behaviour of Adjacent Structures in Urban Excavation
김학문;황의석;
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Korean Geotechnical Society
, v.19, no.6, pp.351-361,
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| 32 |
Estimation of the Permeability Variation in Saturated Sand Deposits Subjected to Shaking Load Using 1-g Stinking Table Test
하익수;김명모;
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Korean Geotechnical Society
, v.19, no.6, pp.363-369,
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| 33 |
Relationship Between Physical Properties and Compression Index for Marine Clay
김동후;김기웅;백영식;
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Korean Geotechnical Society
, v.19, no.6, pp.371-378,
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| 34 |
The Determination of Required Tensile Strength of Geosynthetic Reinforcements for Embankment on Soft Ground
이광열;황재홍;구태곤;
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Korean Geotechnical Society
, v.19, no.6, pp.379-385,
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| 35 |
A Study on the Behavior of Piled Raft Foundation Using Triaxial Compression Apparatus
이영생;홍승현;
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Korean Geotechnical Society
, v.19, no.6, pp.387-395,
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| 36 |
Analysis of Slope Behavior Using FBG Sensor and Inclinometer
장기태;한희수;유병선;
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Korean Geotechnical Society
, v.19, no.6, pp.397-406,
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| 37 |
Estimation of Slope Behavior by Soil Temperature
장기태;한희수;유병선;
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Korean Geotechnical Society
, v.19, no.6, pp.407-418,
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