1 |
Measurement of B-Values Less Than Unity for Thinly Interbedded Varved Clay
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[
Eigenbrod,K.D.;J.P.Burak
] /
Geotechnical Testing Journal
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2 |
An Analysis of System Flexibililty and Effect on Time-Lag in Pore-Water Pressure Measurements
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[
Gibson,R.E.
] /
G<TEX>$\'{e}$</TEX>otechnique
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3 |
The Pore Pressure Coefficients A and B
/
[
Skempon,A.W.
] /
G<TEX>$\'{e}$</TEX>otechnique
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4 |
Pore Pressure Measurement in Saturated Stiff Soils
/
[
Wissa,A.E.Z.
] /
Journal of the Soil Mechanics and Foundations Division
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5 |
Thirty Years of Secondary Consolidation in Sensitive Marine Clay
/
[
Crawford,C.B.;M.Bozozuk
] /
Canadian Geotechnical Journal
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6 |
Die Berechnung der Durchl<TEX>$\"{a}$</TEX>ssigkeitsziffer des Tones aus dem Verlauf der Hydrodynamischen Spannungser scheinungen. Sitz.
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[
Terzaghi,K;Terzaghi,K(quot.);R.B.Peck(quot.);G.Mesri(quot.)
] /
Mathematish-Naturwissenschaftliche. Klasse
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7 |
Interpretation of the Consolidation Test
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[
Crawford,C.B.
] /
Journal of the Soil Mechanics and Foundations Division
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8 |
Shear Strength Generation in stabilized Soils
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[
Wissa,A.E.Z.;C.C.Ladd;Wissa,A.E.Z.(quto.)
] /
Research Report No. 65-17. Department of Civil Engineer, Massachusetts Institute of Technology
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9 |
Pore-pressure response in rock to undraind change in all-round stress
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[
Mesri,G.;K.Adachi;C.R.Ullrich
] /
G<TEX>$\'{e}$</TEX>otechnique
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10 |
/
[
Gleick,J.
] /
Chaos: Making a New Science(reprint edition)
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11 |
On the effect of pore pressure on the isotropic behavior of saturated porous media
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[
Kyt<TEX>$\"{o}$</TEX>maa,H.;M.Kataja;J.Timonen
] /
Journal of Applied Physics
ScienceOn
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12 |
A Note on the Pore Pressure Parameter B
/
[
Lee,K.L.;R.A.Morrison
] /
Proc. of the 7th Int. Conf. on Soil Mech. and Found Eng.
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13 |
/
[
Terzaghi,K.;R.B.Peck;G.Mesri
] /
Soil Mechanics in Engineering Practice(3rd Edition)
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14 |
/
[
Jeong,H.I.
] /
The Study on Consolidation Characteristics of Soft Clay Gound Ⅱ
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15 |
Undrained triaxial tests on saturated sands and their significance in the geoneral theory of shear strength
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[
Bishop,A.W.;A.K.G.Eldin
] /
G<TEX>$\'{e}$</TEX>otechnique
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16 |
Memorandum to Chief Designing Engineer : notes on analytical soil mechanics
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[
Burggeman,J.R.;C.N.Zanger;J.H.A.Brahtz;Bishop,A.W.(quot.)
] /
US Department of the Interior Technical Memorandum No 592
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17 |
The Behavior of Pore Water Pressure on Normally Consolidated Clay which is saturated
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[
Eam, Sung Hoon;Dal Won Lee
] /
Journal of the Korean Society of Agricultural Engineers
과학기술학회마을
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