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website will display correctly in all web browsers. The Virtual Geotechnical Laboratory covers four facets of an experimental setup: 1. The Scope and Theory of the experiment; 2. Understanding and Assembly of the setup; 3. Performing the Experiment; 4. Data Analysis and Interpretation of Results. Laboratory Manuals.
Laboratory Manuals. California Bearing Ratio (CBR) · Consolidation Test · Constant Head Permeability Test · Core Cutter Test · Direct Shear Test · Falling Head Permeability Test · Hydrometer Test · Liquid Limit · Plastic Limit · Relative Density Test · Sand Replacement Test · Shrinkage Limit · Specific Gravity Test · Standard
IIT Gandhinagar, Soil Mechanics Lab. Page1. INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR. Department of Civil Engineering. Soil Mechanics Laboratory a) LIQUID LIMIT TEST. IS: 2720 (Part 5) – 1985(Reaffirmed-2006). THEORY: The liquid limit is the moisture content at which the groove, formed by a standard
IIT Gandhinagar, Soil Mechanics Lab. Page1. INDIAN INSTITUTE Soil Mechanics Laboratory. CONSOLIDATION c) Guide ring. d) Outer ring. e) Water jacket with base. f) Pressure pad. g) Rubber basket. 2. Loading device consisting of frame, lever system, loading yoke dial gauge fixing device and weights. 3. Dial gauge
IIT Gandhinagar, Soil Mechanics Lab. Page1. INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR. Department of Civil Engineering. Soil Mechanics Laboratory. SPECIFIC GRAVITY TEST. (IS-2720-PART-3/section-1-1980)(Reaffirmed-2002). THEORY: The specific gravity of a soil is the ratio of the mass of a given
IIT Gandhinagar, Soil Mechanics Lab. Page1. INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR. Department of Civil Engineering. Soil Mechanics Laboratory b) PLASTIC LIMIT TEST. IS: 2720 (Part 5) – 1985 (Reaffirmed-2006). THEORY: The plastic limit (PL) is determined by rolling out a thread of the fine portion of a
IIT Gandhinagar, Soil Mechanics Lab. Page1. INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR. Department of Civil Engineering. Soil Mechanics Laboratory b) WET SIEVING AND HYDROMETER ANALYSIS. IS: 2720 (Part 4) – 1985 (Reaffirmed-2006). THEORY: Soil gradation (sieve analysis) is the distribution of
IIT Gandhinagar, Soil Mechanics Lab. Page1. INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR. Department of Civil Engineering. Soil Mechanics Laboratory. DIRECT SHEAR TEST. (IS-2720-PART-13-1986)Reaffirmed-2002. THEORY- CONCEPT: The concept of direct shear is simple and mostly recommended for
IIT Gandhinagar, Soil Mechanics Lab. Page1. INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR. Department of Civil Engineering. Soil Mechanics Laboratory. UNCONFINED COMPRESSION TEST. (IS-2720-PART-10-1991)Reaffirmed-2006. THEORY: An Unconfined compression test is also known as uniaxial
IIT Gandhinagar, Soil Mechanics Lab. Page1. INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR. Department of Civil Engineering. Soil Mechanics Laboratory. UNCONSOLIDATED UNDRAINED TRIAXIAL COMPRESSION (UU) TEST. (IS 2720-Part 11-1993) Reaffirmed-2002. THEORY: 1. A loading frame in which the
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