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1 |
Foundation Analysis and Design Using CPT Results : Settlement Estimation of Shallow Foundation
이준환;박동규;
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Korean Geotechnical Society
, v.20, no.8, pp.5-14,
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2 |
An Analysis of the Behavior of Rock Slope with Excavation-Induced Tension Cracks Located in DongHae Highway Construction Site
조태진;이창영;고기성;
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Korean Geotechnical Society
, v.20, no.8, pp.15-27,
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3 |
Prediction of Landfill Settlement Using Gas Generation Characteristics
안태봉;박대효;공인철;
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Korean Geotechnical Society
, v.20, no.8, pp.29-39,
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4 |
Comparison of Bearing Capacity between SCP and GCP by Unit Cell Model Tests
김병일;이승원;김범상;유완규;
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Korean Geotechnical Society
, v.20, no.8, pp.41-48,
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5 |
Determination of Undrained Shear Strength In Clay from Cone Pressuremeter Test
이장덕;
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Korean Geotechnical Society
, v.20, no.8, pp.49-58,
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6 |
Behavior Characteristics of Batter Piles by Model Test
권오균;이활;석정우;
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Korean Geotechnical Society
, v.20, no.8, pp.59-66,
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7 |
Prediction of Landslide Using Artificial Neural Network Model
홍원표;김원영;송영석;임석규;
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Korean Geotechnical Society
, v.20, no.8, pp.67-75,
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8 |
Piezocone Neural Network Model for Estimation of Preconsolidation Pressure of Korean Soft Soils
김영상;
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Korean Geotechnical Society
, v.20, no.8, pp.77-87,
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9 |
Influence of Soil Properties on Erodibility of Fine-grained Soils
곽기석;이주형;박재현;정문경;배규진;
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Korean Geotechnical Society
, v.20, no.8, pp.89-96,
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10 |
Slope Stability Analysis Considering Seepage Conditions by FEM Using Strength Reduction Technique
김영민;
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Korean Geotechnical Society
, v.20, no.8, pp.97-102,
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11 |
A Study on the Compression Characteristics of Decomposed Granite Soil Based on Single Particle Crushing Property
함태규;조용성;김유성;
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Korean Geotechnical Society
, v.20, no.8, pp.103-111,
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12 |
A New Proposed Technique for a Secondary Consolidation Coefficient Based on the Constant Rate of Strain Test
김형주;이민선;이용주;김대우;
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Korean Geotechnical Society
, v.20, no.8, pp.113-121,
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13 |
Evaluation of Seismic Displacements of Quay Walls Using Newmark Sliding Block Method
김성렬;장인성;정충기;김명모;
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Korean Geotechnical Society
, v.20, no.8, pp.123-133,
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14 |
Centrifugal Modelling on the Displacement Mode of Unpropped Diaphragm Wall with Surcharge
허열;이처근;안광국;
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Korean Geotechnical Society
, v.20, no.8, pp.135-145,
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15 |
A Critical Liquefaction Resistible Characteristic of Saturated Sands Based on the Cyclic Triaxial Test Under Sinusoidal Loadings
최재순;김수일;
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Korean Geotechnical Society
, v.20, no.8, pp.147-158,
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16 |
Effect of Rainfall-Induced Infiltration on Unsaturated Weathered Soils with Varying Clay Contents
유남동;정상섬;김재홍;박성완;
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Korean Geotechnical Society
, v.20, no.8, pp.159-166,
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17 |
Deformation Characteristics of Earth Dam Raised by Non-Homogeneous Fill Materials
장옥성;이종규;
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Korean Geotechnical Society
, v.20, no.8, pp.167-180,
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18 |
Active Earth Pressure behind Rigid Retaining Wall Rotating about the Top
백규호;사공명;
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Korean Geotechnical Society
, v.20, no.8, pp.181-191,
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19 |
Active Earth Pressure behind Rigid Retaining Wall Rotating about the Base
백규호;
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Korean Geotechnical Society
, v.20, no.8, pp.193-203,
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