Initial Excess Pore Pressure Induced by Cone Penetration in Normally Consolidated Clays |
임형덕
(고려대학교 부설 방재과학기술연구센터)
이우진 (고려대학교 토목환경공학과) 김대규 (상명대학교 토목환경공학부) |
1 |
The Pore Pressure Probe
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2 |
Piezoprobe Determined Coefficient of Consolidation
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DOI |
3 |
Consolidation after Undrained Piezocone Penetration. I:Prediction
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DOI |
4 |
An Analytical study of the Cone Penetration Test in Clay
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DOI |
5 |
Design of Pile Foundations
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6 |
Pore Pressure Sounding Instrument
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7 |
피에조 콘을 이용한 국내 지반의 공학적 특성 연구
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8 |
Numerical Analysis of the Mintature Piezocone Penetration Tests(PCPT) in Cohesive Soils
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DOI ScienceOn |
9 |
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10 |
Preconsolidation Pressure from Pieozocone Test of Marine Clays
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DOI ScienceOn |
11 |
피에조 콘 산소시험을 이용한 연약지반의 신뢰성 있는 압밀특성 추정
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12 |
Expansion of Cavities in Infinite Soil Mass
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13 |
Evaluation of Field CPTU Dissipation Data in Overconsolidated Fine-Grained Soilds
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14 |
Monotonic and Dilatory Pore-Pressure Decay during Piezocone Test in Clay
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DOI |
15 |
Undrained Deep Penetration, Ⅱ: Pore Pressures
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DOI ScienceOn |
16 |
An Analytical Study of the Cone Penetrometer Test in Clay
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17 |
Calibration Chamber Studies of Piezocone Test in Cohesive Soils
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DOI ScienceOn |
18 |
Detemination of Consolidation Characteristics in Fine Grained Soils Evaluated by Piezocone Tests
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19 |
The Interpretation fo In Situ Soil Tests
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DOI ScienceOn |
20 |
Interpretation of Penetration Pore Pressures to Evaluate Stress History in Clay
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21 |
Use of Piezometer Cone Data
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