Horizontal Consolidation Characteristics of Marine Clay Using Piezocone Test
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이강운
((주)동성엔지니어링)
윤길림 (한국해양연구원, 연안항만공학본부) 채영수 (수원대학교 토목공학과) |
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Interpretation of the dissipation of penetration pore pressure
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Pore pressure dissipation after cone penetration
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Monotonic and dilatory pore-pressure decay during piezocone tests in clay
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4 |
Consolidation after undrained piezocons penetration. Ⅱ : interpretation
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DOI ScienceOn |
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Factors affecting the pore water pressure and its measurement around a penetratiing cone
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6 |
Determination of the in situ coefficient of consolidation and permeability of submerged soil using electrical piezoprobe sounding
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8 |
Estimating coefficient of consolidation from piezocone test
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9 |
An analytical study of the cone penetration test
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11 |
Pore pressure resulting from driving piles in soft clay
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Strain fields around cones in steady penetration
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DOI ScienceOn |
13 |
Analysis of the piezocone in clay
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14 |
Piezoprobe determination coefficient of consolidation
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15 |
The interpretation of in situ soil tests
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DOI ScienceOn |
16 |
Piezocone evaluation of undrained shear strength in clays
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17 |
Analysis of piezocone dissipation data using dislocation methods
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DOI |
18 |
Pore pressure sounding instrument
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19 |
Standard method for deep, Quasi-Static cone and penetration test of soil
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20 |
Wxpansion of cavities in infinite soil masses
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21 |
New developments in field and laboratory testing of soils
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22 |
In situ testing and its application to foundation engineering
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DOI ScienceOn |
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피에조콘 소산시험을 통한 해성 연락지반의 압밀특성에 대한 실험적 연구
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과학기술학회마을 |
24 |
An analytical study of the cone penetration test in clay
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DOI |
25 |
Undrained plastic moudulus from orginal camclay
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DOI ScienceOn |
26 |
Recent developments in In-situ testing of soils
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27 |
Interpreation of cone penetration test, part Ⅱ: clay
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28 |
In situ estimation of the coefficient of consolidation in clays
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DOI |
29 |
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In site estimation of the coefficient of consolidation in clays
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Pore pressure during cone penetration testing
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32 |
Effective stress interpretation of In-situ static penetration test
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33 |
In-situ determination of clay stress history by piezocone model
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34 |
Penetration Pore Pressur Effects on Quasi-Static Cone Bearing
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35 |
Strain path method
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DOI ScienceOn |
36 |
Field tests with regard to pile driving and bearing capacity of piled foundations
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DOI |
37 |
An analytical solution for the consolidation around a driven piles
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DOI ScienceOn |
38 |
The pore pressure probe
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39 |
Piezometer probe test in cohesive deposits
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40 |
Evaluation of field CPTU dissipation data in overconsolidation fine-grained soils
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41 |
Over-consolidation ratio of clays from penetration pore water pressure
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DOI ScienceOn |
42 |
Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts
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DOI |
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