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1 |
Back Analysis of Earth Retaining Wall Using Increment of Sequential Displacement
장범수;이승훈;김종민;김수일;
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Korean Geotechnical Society
, v.19, no.5, pp.7-14,
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2 |
An Experimental Investigation for the Effects of Pre-loading on the Ground Movement in Sand
이봉열;김학문;
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Korean Geotechnical Society
, v.19, no.5, pp.15-26,
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3 |
Estimates of Settlement in Field Ground Using Neural Networks
김영수;정성관;이상웅;이동현;
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Korean Geotechnical Society
, v.19, no.5, pp.27-33,
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4 |
A Study on the Verification Test for a Deformable Rod Sensor
김상일;최용규;이민희;
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Korean Geotechnical Society
, v.19, no.5, pp.35-47,
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5 |
Behavior of Underground Flexible Pipes Subject to Vehicle Load (ll)-Based on Field Tests-
이대수;상현규;김경열;홍성연;
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Korean Geotechnical Society
, v.19, no.5, pp.49-58,
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6 |
Experimental Study of Thermal-mechanical Influence on the Hydraulic Properties of Rock
전석원;홍창우;이주현;강주명;배대석;
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Korean Geotechnical Society
, v.19, no.5, pp.59-67,
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7 |
Dynamic Behavior of Weathered Granite Soils after Freezing-thawing
윤여원;김세은;강병희;강대성;
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Korean Geotechnical Society
, v.19, no.5, pp.69-78,
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8 |
Comparison of Behaviors for Underground Flexible Pipes with Installation Gap
이대수;상현규;김경열;홍성연;
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Korean Geotechnical Society
, v.19, no.5, pp.79-87,
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9 |
Evaluation of Under-consolidation State in the Rapidly Deposited Ground
김현태;홍병만;백경종;김상규;
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Korean Geotechnical Society
, v.19, no.5, pp.89-98,
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10 |
Two-dimensional Coupled Moisture and Heat Flow Model and Sensitivity Analysis
Kim, Suk-Nam;
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Korean Geotechnical Society
, v.19, no.5, pp.99-107,
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11 |
Analysis of Mechanical Behavior of Existing Tunnel by the Construction of Shaft Nearby
이석원;조만섭;이성원;
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Korean Geotechnical Society
, v.19, no.5, pp.109-122,
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12 |
Driveability Analysis of Driven Steel Tublar Piles
조천환;
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Korean Geotechnical Society
, v.19, no.5, pp.123-132,
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13 |
Horizontal Consolidation Characteristics of Marine Clay Using Piezocone Test
이강운;윤길림;채영수;
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Korean Geotechnical Society
, v.19, no.5, pp.133-144,
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14 |
Estimation of Coefficient of Consolidation Using Piezocone Dissipation Test in Normally Consolidated Clays
임형덕;이우진;김대규;
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Korean Geotechnical Society
, v.19, no.5, pp.145-154,
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15 |
Determination of the Soil-water Characteristic Curve Using the Flow Pump Technique
황창수;김태형;
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Korean Geotechnical Society
, v.19, no.5, pp.155-162,
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16 |
Coupled Effect of Pile/Slope Systems
정상섬;유광호;이선근;
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Korean Geotechnical Society
, v.19, no.5, pp.163-173,
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17 |
Earth Pressure on the Cylindrical Wall in Cohesionless Soils
천병식;신영완;
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Korean Geotechnical Society
, v.19, no.5, pp.175-187,
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18 |
Mechanical Characteristics of Asphalt Stabilized Soil
박태순;최필호;
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Korean Geotechnical Society
, v.19, no.5, pp.189-197,
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19 |
Omnipresence of Strain Localization in Soils
권태혁;조계춘;
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Korean Geotechnical Society
, v.19, no.5, pp.199-210,
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20 |
A Numerical Study on the Fracture Evolution and Damage at Rock Pillar Near Deposition Holes for Radioactive Waste
이희석;
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Korean Geotechnical Society
, v.19, no.5, pp.211-221,
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21 |
Development of Strain-softening Model for Geosynthetic-involved Interface Using Disturbed State Concept
Woo, Seo-Min;Park, Jun-Boum;Park, Inn-Joon;
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Korean Geotechnical Society
, v.19, no.5, pp.223-232,
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22 |
Behavior of Geotextile Tube by Plane Strain Analysis and 3-Dimensional Finite Element Method
신은철;오영인;
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Korean Geotechnical Society
, v.19, no.5, pp.233-241,
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23 |
Remediation of a Low Permeable Soil by Environmental Double Pile
박상규;이기호;박준범;임만빈;
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Korean Geotechnical Society
, v.19, no.5, pp.243-252,
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24 |
Experimental Study on Stress Sharing Behavior of Composition Ground Improved by Sand Compaction Piles with Low Replacement Area Ratio
유승경;
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Korean Geotechnical Society
, v.19, no.5, pp.253-261,
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25 |
Resistance of Ceosynthetics Due to Puncture Loads : Resistance Forces-deformation
이광열;정진교;안용수;
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Korean Geotechnical Society
, v.19, no.5, pp.263-272,
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26 |
A Study of Interactions Between Perpendicularly Spaced Tunnels
Kim, Sang-Hwan;Lee, Hyung-Joo;
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Korean Geotechnical Society
, v.19, no.5, pp.273-280,
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27 |
Characteristics of Crushed Oyster-shell as a Substitute of Sand for Sand Compaction Pile
윤길림;윤여원;채광석;권오순;
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Korean Geotechnical Society
, v.19, no.5, pp.281-290,
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28 |
A Study on Creep Behavior of Geosynthetics Considering Effect of Temperature and Confining Stress
방윤경;김홍택;
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Korean Geotechnical Society
, v.19, no.5, pp.291-299,
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29 |
Stress Sharing Behaviors and its Mechanism During Consolidation Process of Composition Ground Improved by Sand Compaction Piles with Low Replacement Area Ratio
유승경;
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Korean Geotechnical Society
, v.19, no.5, pp.301-310,
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30 |
The Characteristic of Swelling Index Evaluated by CRS Consolidation Test
한상재;김수삼;김병일;이응준;
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Korean Geotechnical Society
, v.19, no.5, pp.311-317,
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31 |
An Estimation Technique of Rock Mass Classes for a Tunnel Design
유광호;
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Korean Geotechnical Society
, v.19, no.5, pp.319-326,
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32 |
Tunnel Blasting Design with Equations Obtained from Borehole and Crater Blasting
양형식;임성식;김원범;
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Korean Geotechnical Society
, v.19, no.5, pp.327-333,
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33 |
A Comparison of Static and Dynamic Deformation Modulus by Dynamic Plate Test
박용부;정형식;
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Korean Geotechnical Society
, v.19, no.5, pp.335-342,
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34 |
Model Tests on the Bearing Capacity and Settlement of Footing Considering Scale Effect
정형식;김도열;김정호;
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Korean Geotechnical Society
, v.19, no.5, pp.343-354,
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