|
Volumn 16 M, Issue , 2011, Pages 1595-1605
|
Study of bearing capacity of lime-cement columns with pulverized fuel ash for soil stabilization using laboratory model
|
Author keywords
Bearing capacity; Shear strength; Soft soils; Soil stabilisation; Stabilized SAND PFA columns
|
Indexed keywords
CHEMICALLY MODIFIED;
COEFFICIENT OF CONSOLIDATION;
FAILURE PLANE;
FOCAL POINTS;
INITIAL RATE;
LABORATORY MODELS;
LIME-CEMENT COLUMNS;
LOW PERMEABILITY;
NATURAL CLAYS;
PULVERIZED FUEL ASHES;
RESISTANCE TO DEFORMATION;
SHORT TERM STABILITY;
SOFT SOILS;
SOIL STABILIZATION;
STABILIZED SAND-PFA COLUMNS;
TREATED SOILS;
ULTIMATE BEARING CAPACITY;
UNCONFINED COMPRESSION TESTS;
UNDRAINED SHEAR STRENGTH;
BEARINGS (STRUCTURAL);
COASTAL ZONES;
COMPRESSIBILITY;
COMPRESSION TESTING;
COMPRESSIVE STRENGTH;
FAILURE ANALYSIS;
GEOLOGIC MODELS;
LIME;
PULVERIZED FUEL;
SAND;
SHEAR STRENGTH;
SOIL CEMENT;
SOIL MECHANICS;
SOIL TESTING;
SOILS;
STABILIZATION;
BEARING CAPACITY;
BEARING CAPACITY;
CEMENT;
CLAY SOIL;
COMPRESSIVE STRENGTH;
LABORATORY METHOD;
LIME;
MODELING;
SHEAR STRENGTH;
SOFT SOIL;
SOIL COLUMN;
SOIL MECHANICS;
SOIL STABILIZATION;
|
EID: 80052231317
PISSN: None
EISSN: 10893032
Source Type: Journal
DOI: None Document Type: Article |
Times cited : (11)
|
References (7)
|