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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
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Issue
January - Volume 125, Issue 1, Pages 1 - 61
April - Volume 125, Issue 2, Pages 65 - 126
July - Volume 125, Issue 3, Pages 129 - 187
October - Volume 125, Issue 4, Pages 191 - 252
Volume 125, Issue 4
October 1997
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ISSN
1353-2618
EISSN
1751-8563
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THE STABILITY OF SINGLE-STAGE CONSTRUCTED REINFORCED EMBANKMENTS ON SOFT CLAY.
C C HIRD
;
D RUSSELL
;
R A JEWELL
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titled, SCM.SharedControls.Infrastructure.TitleDisplayModel?.Text
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for THE STABILITY OF SINGLE-STAGE CONSTRUCTED REINFORCED EMBANKMENTS ON SOFT CLAY.
EXPERIMENTAL UNDERGROUND EXCAVATIONS IN SEDIMENTARY SOFTROCK AT SAGAMIHARA.
F TATSUOKA
;
K OCHI
;
T TSUBOUCHI
;
Y KOHATA
;
L WANG
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for EXPERIMENTAL UNDERGROUND EXCAVATIONS IN SEDIMENTARY SOFTROCK AT SAGAMIHARA.
DETERMINATION OF THE COEFFICIENT OF CONSOLIDATION FROM INDEPENDENT MEASUREMENTS OF PERMEABILITY AND COMPRESSIBILITY.
MARASHIAMA RAJU
;
PS
;
P S R N RAJU
;
N S PANDIAN
;
T S NAGARAJ
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for DETERMINATION OF THE COEFFICIENT OF CONSOLIDATION FROM INDEPENDENT MEASUREMENTS OF PERMEABILITY AND COMPRESSIBILITY.
SEISMIC BEARING CAPACITY OF SHALLOW STRIP FOOTINGS IN SEISMIC CONDITIONS.
A H SOUBRA
;
COULOMB
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for SEISMIC BEARING CAPACITY OF SHALLOW STRIP FOOTINGS IN SEISMIC CONDITIONS.
LIME MODIFICATION OF CLAY SOILS FOR CONSTRUCTION EXPEDIENCY.
C D F ROGERS
;
GLENDINNING
;
S
;
T E J ROFF
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for LIME MODIFICATION OF CLAY SOILS FOR CONSTRUCTION EXPEDIENCY.
THE ASSESSMENT OF CHARACTERISTIC PILE RESISTANCE IN LIMIT STATE DESIGN. DISCUSSION.,
A K C SMITH
;
S C R LO
;
K S LI
;
T CAMERON
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for THE ASSESSMENT OF CHARACTERISTIC PILE RESISTANCE IN LIMIT STATE DESIGN. DISCUSSION.,
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Range of application of pumped groundwater-control methods in soils
Experimental investigation and refined predictive model for cement-treated expansive soils
Non-linear analysis of a torsionally loaded single pile and pile groups in clay soil
Numerical simulation study on rock breaking by high-energy impact stress waves
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