Civil Engineering Laboratory

Tension & Compression Test (UTM)

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<b>OBJECTIVE:</b><br />
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i.   To test a mild steel specimen to failure under tensile load.</div>
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ii.  To draw stress-strain diagram.</div>
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iii. To study the failure characteristics of mild steel.<br />
iv. To determine different properties of mild steel specimen. 
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Tension & Compression Test (UTM)

OBJECTIVE: i. To test a mild steel specimen to failure under tensile load. ii. To draw stress-strain diagram. iii. To study the fa...

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Consolidation Test.

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<span style="font-family: "Times New Roman","serif"; font-size: 12.0pt; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: "Times New Roman"; mso-fareast-language: EN-US;"></span><br />
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<b style="mso-bidi-font-weight: normal;"><span style="font-family: "Times New Roman","serif";">Significance:</span></b><b> </b><span style="font-family: "Times New Roman","serif"; font-size: 12.0pt; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: "Times New Roman"; mso-fareast-language: EN-US;"><span style="font-family: "Times New Roman","serif";">The
consolidation properties determined from the consolidation test are used to
estimate the magnitude and the rate of both primary and secondary consolidation
settlement of a structure or an earthfill.<span style="mso-spacerun: yes;"> 
</span>Estimates of this type are of key importance in the design of engineered
structures and the evaluation of their performance. </span></span></div>
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Consolidation Test.

Significance: The consolidation properties determined from the consolidation test are used to estimate the magnitude and the rate of b...

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Direct Shear Test.

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<b><span style="font-family: "Times New Roman","serif";">Significance</span></b><span style="font-family: "Times New Roman","serif";">:</span></div>
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<span style="font-family: "Times New Roman","serif";">The direct shear test is one of
the oldest strength tests for soils. In this laboratory, a direct shear device
will be used to determine the shear strength of a cohesionless soil (i.e. angle
of internal friction (Ø). </span></div>
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<span style="font-family: "Times New Roman","serif";">From the plot of the shear stress
versus the horizontal displacement, the maximum shear stress is obtained for a specific
vertical confining stress. After the experiment is run several times for
various vertical-confining stresses, a plot of the maximum shear stresses
versus the vertical (normal) confining stresses for each of the tests is
produced. From the plot, a straight-line approximation of the Mohr-Coulomb
failure envelope curve can be drawn, f may be determined, and, for cohesionless
soils (c = 0), the shear strength can be computed from the following equation:</span></div>
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Direct Shear Test.

Significance : The direct shear test is one of the oldest strength tests for soils. In this laboratory, a direct shear device will be u...

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Atterberg Limit Test

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<b style="mso-bidi-font-weight: normal;"><span style="font-family: "Times New Roman","serif";">Significance: </span></b>

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<span style="font-family: "Times New Roman","serif";">The
Swedish soil scientist Albert Atterberg originally defined seven “limits of
consistency” to classify fine-grained soils, but in current engineering
practice only two of the limits, the liquid and plastic limits, are commonly
used.<span style="mso-spacerun: yes;">  </span>(A third limit, called the
shrinkage limit, is used occasionally.)<span style="mso-spacerun: yes;"> 
</span>The Atterberg limits are based on the moisture content of the soil.<span style="mso-spacerun: yes;">  </span>The plastic limit is the moisture content
that defines where the soil changes from a semi-solid to a plastic (flexible)
state.<span style="mso-spacerun: yes;">  </span>The liquid limit is the moisture
content that defines where the soil changes from a plastic to a viscous fluid state.<span style="mso-spacerun: yes;">  </span>The shrinkage limit is the moisture content
that defines where the soil volume will not reduce further if the moisture
content is reduced.<span style="mso-spacerun: yes;">  </span>A wide variety of
soil engineering properties have been correlated to the liquid and plastic
limits, and these Atterberg limits are also used to classify a fine-grained
soil according to the Unified Soil Classification system or AASHTO system.</span></div>
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Atterberg Limit Test

Significance: The Swedish soil scientist Albert Atterberg originally defined seven “limits of consistency” to classify fine-grained so...

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Marshal Methode

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<b style="mso-bidi-font-weight: normal;"><span style="font-family: "Times New Roman","serif"; font-size: 12.0pt; line-height: 115%;">DEVELOPMETN AND APPLICATION:</span></b><span style="font-family: "Times New Roman","serif"; font-size: 12.0pt; line-height: 115%;">
The concepts of the Marshall method of designing paving mixtures were
formulated by The original Marshall method is applicable only to hot-mix
asphalt paving mixtures containing aggregates with maximum size of 25 mm (1
in.) or less. A modified Marshall method has been proposed for aggregates with
maximum sizes up to 38 mm (1.5 in.). The Marshall method is intended for
laboratory design and field control of asphalt hot-mix dense-graded paving
mixtures. Because the Marshall stability test is empirical in nature, the
meaning of the results in terms of estimating relative field behavior is lost
when any modification is made to the standard procedures.</span></div>
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 Padastal Hummer </div>
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 Water Bath</div>
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Marshal Methode

DEVELOPMETN AND APPLICATION: The concepts of the Marshall method of designing paving mixtures were formulated by The original Marshall m...

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Impact Test of Metal Specimen

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<b style="mso-bidi-font-weight: normal;">OBJECTIVE:</b><b> </b>To find energy
absorbed in fracturing mild steel and cast iron specimens under impact load.</div>
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Impact Test of Metal Specimen

OBJECTIVE: To find energy absorbed in fracturing mild steel and cast iron specimens under impact load.

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Flume with all Apparatus

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<span style="font-family: "times new roman" , "serif"; font-size: 12.0pt; mso-ansi-language: EN-US; mso-bidi-language: AR-SA; mso-fareast-font-family: "Times New Roman"; mso-fareast-language: EN-US;">Open Channel flow is generally affected by different fluid properties such as viscosity, density, surface tension etc and also the gravity. These effects result different state of flow in open channel. This experiment mainly deals with determination of the state of flow in an open channel at a particular section. The state of flow is very important, as the flow behavior is depends on it. In order to construct different structures in rivers and canals and to predict the river response the state of flow must be known. The experiment also deals with determination of critical depth, which is very useful in determining different flow phenomena.</span></div>
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Flume with all Apparatus

Open Channel flow is generally affected by different fluid properties such as viscosity, density, surface tension etc and also the grav...

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