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Volumn 13 F, Issue , 2008, Pages
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Compression rates of untreated and stabilized peat soils
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Author keywords
Coefficient of vertical conslidation; Deep soil stabilization; Fibrous peat; Oedometer; Preloading
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Indexed keywords
BLAST FURNACES;
CEMENT MANUFACTURE;
CEMENTS;
COMPRESSIBILITY;
CONSOLIDATION;
DATA COMPRESSION;
FURNACES;
METAL REFINERIES;
METALLURGICAL FURNACES;
PEAT;
PORTLAND CEMENT;
REINFORCEMENT;
SHEAR STRENGTH;
SLAGS;
SOIL CEMENT;
SOIL MECHANICS;
STABILITY;
STANDARDS;
WATER CONTENT;
COEFFICIENT OF VERTICAL CONSLIDATION;
COMPRESSION CURVES;
COMPRESSION RATES;
DEEP SOIL STABILIZATION;
FIBROUS PEAT;
GROUND GRANULATED BLAST FURNACE SLAG;
IN-SITU;
OEDOMETER;
ORDINARY PORTLAND CEMENTS;
ORGANIC CONTENTS;
PEAT GROUND;
PEAT SOILS;
PRELOADING;
SILICEOUS SAND;
SOIL STABILIZATION;
VOID RATIO;
WATER-HOLDING CAPACITY;
SOILS;
COMPRESSIBILITY;
COMPRESSION;
COMPUTER SIMULATION;
CONSOLIDATION;
LABORATORY METHOD;
OEDOMETER TEST;
PEAT SOIL;
PRELOADING;
SOIL STABILIZATION;
VOID RATIO;
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EID: 52049125280
PISSN: None
EISSN: 10893032
Source Type: Journal
DOI: None Document Type: Article |
Times cited : (15)
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References (9)
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