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	<title>The Constructor &#187; Miscellaneous</title>
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	<link>http://theconstructor.org</link>
	<description>The Constructor of Modern World!- A Home For Civil Engineers</description>
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		<title>ELEMENTS OF EARTH FILL DAMS</title>
		<link>http://theconstructor.org/2010/05/elements-of-earth-fill-dams/</link>
		<comments>http://theconstructor.org/2010/05/elements-of-earth-fill-dams/#comments</comments>
		<pubDate>Tue, 11 May 2010 21:30:48 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Dams]]></category>
		<category><![CDATA[Hydraulic Structures]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Water Resources]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/elements-of-earth-fill-dams/</guid>
		<description><![CDATA[Some Elements of Earth Fill Dams 1. Crest of dam: The crest width of dams should be sufficient to keep the seepage line within the dam, when the reservoir is full. The crest width of the dam if road is not envisaged should not be less than 3m for low and medium head dams and [...]

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<a href="http://theconstructor.org/2010/05/criteria-for-design-of-earth-dams/" title="CRITERIA FOR DESIGN OF EARTH DAMS" class="dark_perm">CRITERIA FOR DESIGN OF EARTH DAMS</a><br/>	
The criteria for the design of earth dams are: 1. Sufficient spillway...<!-- (30.1862)-->
	

<a href="http://theconstructor.org/2010/05/failure-of-earthfill-dams/" title="FAILURE OF EARTHFILL DAMS" class="dark_perm">FAILURE OF EARTHFILL DAMS</a><br/>	
Some causes of failure of earthfill dams Like most of engineering structures,...<!-- (27.0935)-->
	

<a href="http://theconstructor.org/2010/05/earthfill-dams-its-classification/" title="EARTHFILL DAMS &amp; ITS CLASSIFICATION" class="dark_perm">EARTHFILL DAMS &amp; ITS CLASSIFICATION</a><br/>	
Earthfill dams are the most common type of dam built to any...<!-- (22.0799)-->
	

<a href="http://theconstructor.org/2010/04/rate-of-failure-of-modern-dams/" title="RATE OF FAILURE OF MODERN DAMS" class="dark_perm">RATE OF FAILURE OF MODERN DAMS</a><br/>	
Despite the difficulties, the International Congress on Large Dams (ICOLD) and its...<!-- (16.4616)-->
	

<a href="http://theconstructor.org/2009/11/environmental-impacts-of-large-dams/" title="Environmental Impacts of Large Dams" class="dark_perm">Environmental Impacts of Large Dams</a><br/>	
Dams have both intended and unintended impacts, which can be positive or...<!-- (13.1026)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/elements-of-earth-fill-dams/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>FAILURE OF EARTHFILL DAMS</title>
		<link>http://theconstructor.org/2010/05/failure-of-earthfill-dams/</link>
		<comments>http://theconstructor.org/2010/05/failure-of-earthfill-dams/#comments</comments>
		<pubDate>Tue, 11 May 2010 06:35:42 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Dams]]></category>
		<category><![CDATA[Failure]]></category>
		<category><![CDATA[Hydraulic Structures]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Water Resources]]></category>
		<category><![CDATA[Failures of Structures]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/failure-of-earthfill-dams/</guid>
		<description><![CDATA[Some causes of failure of earthfill dams Like most of engineering structures, earth dams may fail due to faulty design, improper construction and poor maintenance practices, etc The various causes of failure may be classified as: a) Hydraulic failure b) Seepage failure c) Structural failure a) Hydraulic failure: Hydraulic accounts for over 40% of earth [...]

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<a href="http://theconstructor.org/2010/05/criteria-for-design-of-earth-dams/" title="CRITERIA FOR DESIGN OF EARTH DAMS" class="dark_perm">CRITERIA FOR DESIGN OF EARTH DAMS</a><br/>	
The criteria for the design of earth dams are: 1. Sufficient spillway...<!-- (28.8991)-->
	

<a href="http://theconstructor.org/2010/05/earthfill-dams-its-classification/" title="EARTHFILL DAMS &amp; ITS CLASSIFICATION" class="dark_perm">EARTHFILL DAMS &amp; ITS CLASSIFICATION</a><br/>	
Earthfill dams are the most common type of dam built to any...<!-- (25.9879)-->
	

<a href="http://theconstructor.org/2010/04/rate-of-failure-of-modern-dams/" title="RATE OF FAILURE OF MODERN DAMS" class="dark_perm">RATE OF FAILURE OF MODERN DAMS</a><br/>	
Despite the difficulties, the International Congress on Large Dams (ICOLD) and its...<!-- (22.0674)-->
	

<a href="http://theconstructor.org/2010/05/elements-of-earth-fill-dams/" title="ELEMENTS OF EARTH FILL DAMS" class="dark_perm">ELEMENTS OF EARTH FILL DAMS</a><br/>	
Some Elements of Earth Fill Dams 1. Crest of dam: The crest...<!-- (20.4607)-->
	

<a href="http://theconstructor.org/2010/05/embankment-materials/" title="EMBANKMENT MATERIALS" class="dark_perm">EMBANKMENT MATERIALS</a><br/>	
Embankment Materials a. Earth-fill materials. (1) While most soils can be used...<!-- (14.1426)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/failure-of-earthfill-dams/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>EMBANKMENT MATERIALS</title>
		<link>http://theconstructor.org/2010/05/embankment-materials/</link>
		<comments>http://theconstructor.org/2010/05/embankment-materials/#comments</comments>
		<pubDate>Tue, 11 May 2010 06:24:16 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Dams]]></category>
		<category><![CDATA[Hydraulic Structures]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Water Resources]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/embankment-materials/</guid>
		<description><![CDATA[Embankment Materials a. Earth-fill materials. (1) While most soils can be used for earth-fill construction as long as they are insoluble and substantially inorganic, typical rock flours and clays with liquid limits above 80 should generally be avoided. The term “soil” as used herein includes such materials as soft sandstone or other rocks that break [...]

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<a href="http://theconstructor.org/2010/05/earthfill-dams-its-classification/" title="EARTHFILL DAMS &amp; ITS CLASSIFICATION" class="dark_perm">EARTHFILL DAMS &amp; ITS CLASSIFICATION</a><br/>	
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<a href="http://theconstructor.org/2010/05/criteria-for-design-of-earth-dams/" title="CRITERIA FOR DESIGN OF EARTH DAMS" class="dark_perm">CRITERIA FOR DESIGN OF EARTH DAMS</a><br/>	
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<a href="http://theconstructor.org/2010/05/failure-of-earthfill-dams/" title="FAILURE OF EARTHFILL DAMS" class="dark_perm">FAILURE OF EARTHFILL DAMS</a><br/>	
Some causes of failure of earthfill dams Like most of engineering structures,...<!-- (13.0746)-->
	

<a href="http://theconstructor.org/2010/05/elements-of-earth-fill-dams/" title="ELEMENTS OF EARTH FILL DAMS" class="dark_perm">ELEMENTS OF EARTH FILL DAMS</a><br/>	
Some Elements of Earth Fill Dams 1. Crest of dam: The crest...<!-- (10.1841)-->
	

<a href="http://theconstructor.org/2009/11/compressibility-and-consolidation-of-soil/" title="Compressibility and Consolidation of Soil" class="dark_perm">Compressibility and Consolidation of Soil</a><br/>	
The process of consolidation is often confused with the process of compaction....<!-- (9.21054)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/embankment-materials/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>CRITERIA FOR DESIGN OF EARTH DAMS</title>
		<link>http://theconstructor.org/2010/05/criteria-for-design-of-earth-dams/</link>
		<comments>http://theconstructor.org/2010/05/criteria-for-design-of-earth-dams/#comments</comments>
		<pubDate>Tue, 11 May 2010 06:15:56 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Dams]]></category>
		<category><![CDATA[Hydraulic Structures]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Water Resources]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/criteria-for-design-of-earth-dams/</guid>
		<description><![CDATA[The criteria for the design of earth dams are: 1. Sufficient spillway capacity and freeboard are provided so that there is no danger of overtopping of the dam 2. Seepage flow through the embankment is controlled so that the amount lost does not interfere with the objective of the dam and there is no erosion [...]

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<a href="http://theconstructor.org/2010/05/failure-of-earthfill-dams/" title="FAILURE OF EARTHFILL DAMS" class="dark_perm">FAILURE OF EARTHFILL DAMS</a><br/>	
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<a href="http://theconstructor.org/2010/05/earthfill-dams-its-classification/" title="EARTHFILL DAMS &amp; ITS CLASSIFICATION" class="dark_perm">EARTHFILL DAMS &amp; ITS CLASSIFICATION</a><br/>	
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<a href="http://theconstructor.org/2010/05/elements-of-earth-fill-dams/" title="ELEMENTS OF EARTH FILL DAMS" class="dark_perm">ELEMENTS OF EARTH FILL DAMS</a><br/>	
Some Elements of Earth Fill Dams 1. Crest of dam: The crest...<!-- (22.0849)-->
	

<a href="http://theconstructor.org/2010/04/rate-of-failure-of-modern-dams/" title="RATE OF FAILURE OF MODERN DAMS" class="dark_perm">RATE OF FAILURE OF MODERN DAMS</a><br/>	
Despite the difficulties, the International Congress on Large Dams (ICOLD) and its...<!-- (18.606)-->
	

<a href="http://theconstructor.org/2010/05/embankment-materials/" title="EMBANKMENT MATERIALS" class="dark_perm">EMBANKMENT MATERIALS</a><br/>	
Embankment Materials a. Earth-fill materials. (1) While most soils can be used...<!-- (15.6714)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/criteria-for-design-of-earth-dams/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>EARTHFILL DAMS &amp; ITS CLASSIFICATION</title>
		<link>http://theconstructor.org/2010/05/earthfill-dams-its-classification/</link>
		<comments>http://theconstructor.org/2010/05/earthfill-dams-its-classification/#comments</comments>
		<pubDate>Tue, 11 May 2010 06:07:10 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Dams]]></category>
		<category><![CDATA[Hydraulic Structures]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Water Resources]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/earthfill-dams-its-classification/</guid>
		<description><![CDATA[Earthfill dams are the most common type of dam built to any height. They are designed as a non-overflow section with separate spillway. The reason for such wide spread use of earthfill dams are: The foundation requirements are not as rigorous as other dams Local available soil is the main construction material High skill not [...]

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<a href="http://theconstructor.org/2010/05/failure-of-earthfill-dams/" title="FAILURE OF EARTHFILL DAMS" class="dark_perm">FAILURE OF EARTHFILL DAMS</a><br/>	
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<a href="http://theconstructor.org/2010/05/criteria-for-design-of-earth-dams/" title="CRITERIA FOR DESIGN OF EARTH DAMS" class="dark_perm">CRITERIA FOR DESIGN OF EARTH DAMS</a><br/>	
The criteria for the design of earth dams are: 1. Sufficient spillway...<!-- (24.9264)-->
	

<a href="http://theconstructor.org/2010/05/embankment-materials/" title="EMBANKMENT MATERIALS" class="dark_perm">EMBANKMENT MATERIALS</a><br/>	
Embankment Materials a. Earth-fill materials. (1) While most soils can be used...<!-- (20.0456)-->
	

<a href="http://theconstructor.org/2010/05/elements-of-earth-fill-dams/" title="ELEMENTS OF EARTH FILL DAMS" class="dark_perm">ELEMENTS OF EARTH FILL DAMS</a><br/>	
Some Elements of Earth Fill Dams 1. Crest of dam: The crest...<!-- (18.6002)-->
	

<a href="http://theconstructor.org/2010/04/rate-of-failure-of-modern-dams/" title="RATE OF FAILURE OF MODERN DAMS" class="dark_perm">RATE OF FAILURE OF MODERN DAMS</a><br/>	
Despite the difficulties, the International Congress on Large Dams (ICOLD) and its...<!-- (13.6919)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/earthfill-dams-its-classification/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>GRAIN SIZE ANALYSIS</title>
		<link>http://theconstructor.org/2010/05/grain-size-analysis/</link>
		<comments>http://theconstructor.org/2010/05/grain-size-analysis/#comments</comments>
		<pubDate>Mon, 10 May 2010 06:15:57 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/grain-size-analysis/</guid>
		<description><![CDATA[AIM To determine the particle size distribution of the given fine aggregate and to determine ,the fineness modulus,the effective size and uniformly coefficent . THEORY Fine aggregate is the sand used in mortars. Coarse aggregate is the broken stone used in concrete .The coarse aggregate unless mixed with fine aggregate serves no purpose in cement [...]

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<a href="http://theconstructor.org/2010/05/aggregate-crushing-value/" title="AGGREGATE CRUSHING VALUE" class="dark_perm">AGGREGATE CRUSHING VALUE</a><br/>	
AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate...<!-- (16.8121)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (16.4303)-->
	

<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (15.644)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (14.9827)-->
	

<a href="http://theconstructor.org/2010/02/determination-of-aggregate-impact-value/" title="DETERMINATION OF AGGREGATE IMPACT VALUE" class="dark_perm">DETERMINATION OF AGGREGATE IMPACT VALUE</a><br/>	
DETERMINATION OF AGGREGATE IMPACT VALUE AIM: (i) to determine the impact value...<!-- (10.8172)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/grain-size-analysis/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>BULCKING OF FINE AGGREGATE</title>
		<link>http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/</link>
		<comments>http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/#comments</comments>
		<pubDate>Mon, 10 May 2010 05:56:22 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/</guid>
		<description><![CDATA[AIM To study the behaviour of sand grains under varying percentage of moisture content . APPARATUES. 250 ml measuring cylinder ,weighing balance etc . PROCEDURE (i) Take 500gm (W1) of the aggregate. (ii) Keep the sample in an oven in a tray at a temperature of 100°C-110° C for 24 ± 0.5 hours . (iii) [...]

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<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (19.2321)-->
	

<a href="http://theconstructor.org/2010/05/aggregate-crushing-value/" title="AGGREGATE CRUSHING VALUE" class="dark_perm">AGGREGATE CRUSHING VALUE</a><br/>	
AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate...<!-- (17.3823)-->
	

<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (13.7799)-->
	

<a href="http://theconstructor.org/2010/02/determination-of-aggregate-impact-value/" title="DETERMINATION OF AGGREGATE IMPACT VALUE" class="dark_perm">DETERMINATION OF AGGREGATE IMPACT VALUE</a><br/>	
DETERMINATION OF AGGREGATE IMPACT VALUE AIM: (i) to determine the impact value...<!-- (12.7168)-->
	

<a href="http://theconstructor.org/2010/05/grain-size-analysis/" title="GRAIN SIZE ANALYSIS" class="dark_perm">GRAIN SIZE ANALYSIS</a><br/>	
AIM To determine the particle size distribution of the given fine aggregate...<!-- (12.3545)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</title>
		<link>http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/</link>
		<comments>http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/#comments</comments>
		<pubDate>Mon, 10 May 2010 05:40:29 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/</guid>
		<description><![CDATA[Aim To determine the bulk density and percentage voids of aggregate . Apparatus (I)Balance -A balance sensitive to 0.5% of the weight of the sample to be weighed . (ii) Cylindrical Metal Measure- The measure shall be of 3,15 or 30 liters capacity and shall comply with the requirements given below. . . . Size [...]

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<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (19.2321)-->
	

<a href="http://theconstructor.org/2010/05/aggregate-crushing-value/" title="AGGREGATE CRUSHING VALUE" class="dark_perm">AGGREGATE CRUSHING VALUE</a><br/>	
AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate...<!-- (17.9597)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (13.7443)-->
	

<a href="http://theconstructor.org/2010/05/grain-size-analysis/" title="GRAIN SIZE ANALYSIS" class="dark_perm">GRAIN SIZE ANALYSIS</a><br/>	
AIM To determine the particle size distribution of the given fine aggregate...<!-- (12.9694)-->
	

<a href="http://theconstructor.org/2010/03/slump-test/" title="SLUMP TEST" class="dark_perm">SLUMP TEST</a><br/>	
To study the workability (determine the consistency) of prepared concrete either in...<!-- (12.3446)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</title>
		<link>http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/</link>
		<comments>http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/#comments</comments>
		<pubDate>Mon, 10 May 2010 05:13:33 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/</guid>
		<description><![CDATA[AIM To determine the specific gravity of given sample of fine and coarse aggregates. &#160; SPECIFIC GRAVITTY OF COARSE AGGREGATE. Apparatus A balance or scale of capacity not less than 3 kg, readable and accurate to 0.5 g and of such a type and shape as to permit the basket containing the sample to be [...]

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<a href="http://theconstructor.org/2010/02/specific-gravity-and-water-absorption-test/" title="SPECIFIC GRAVITY AND WATER ABSORPTION TEST" class="dark_perm">SPECIFIC GRAVITY AND WATER ABSORPTION TEST</a><br/>	
SPECIFIC GRAVITY AND WATER ABSORPTION TEST AIM: i) To measure the strength...<!-- (37.0388)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (25.2985)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-cement/" title="SPECIFIC GRAVITY OF CEMENT" class="dark_perm">SPECIFIC GRAVITY OF CEMENT</a><br/>	
AIM To determine the specific gravity is normally defined as the ratio...<!-- (24.0083)-->
	

<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (22.2704)-->
	

<a href="http://theconstructor.org/2010/05/aggregate-crushing-value/" title="AGGREGATE CRUSHING VALUE" class="dark_perm">AGGREGATE CRUSHING VALUE</a><br/>	
AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate...<!-- (13.0744)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>AGGREGATE CRUSHING VALUE</title>
		<link>http://theconstructor.org/2010/05/aggregate-crushing-value/</link>
		<comments>http://theconstructor.org/2010/05/aggregate-crushing-value/#comments</comments>
		<pubDate>Wed, 05 May 2010 05:27:13 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Aggregate]]></category>
		<category><![CDATA[Aggregates]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/aggregate-crushing-value/</guid>
		<description><![CDATA[AIM To determine the aggregate crushing value of coarse aggregate. &#8221;The aggregate crushing value gives a relative measure of the resistance of an aggregate crushing under gradually applied compressive load . With aggregate crushing value 30 or higher&#8217; the result may be anomalous and in such cases the ten percent fines value should be determined [...]

<h3>Related Posts</h3>



	

<a href="http://theconstructor.org/2010/02/determination-of-aggregate-impact-value/" title="DETERMINATION OF AGGREGATE IMPACT VALUE" class="dark_perm">DETERMINATION OF AGGREGATE IMPACT VALUE</a><br/>	
DETERMINATION OF AGGREGATE IMPACT VALUE AIM: (i) to determine the impact value...<!-- (20.3208)-->
	

<a href="http://theconstructor.org/2010/05/bulcking-of-fine-aggregate/" title="BULCKING OF FINE AGGREGATE" class="dark_perm">BULCKING OF FINE AGGREGATE</a><br/>	
AIM To study the behaviour of sand grains under varying percentage of...<!-- (19.3415)-->
	

<a href="http://theconstructor.org/2010/05/bulk-density-and-percentage-voids-of-aggregates/" title="BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES" class="dark_perm">BULK DENSITY AND PERCENTAGE VOIDS OF AGGREGATES</a><br/>	
Aim To determine the bulk density and percentage voids of aggregate ....<!-- (16.5801)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (13.4014)-->
	

<a href="http://theconstructor.org/2010/03/slump-test/" title="SLUMP TEST" class="dark_perm">SLUMP TEST</a><br/>	
To study the workability (determine the consistency) of prepared concrete either in...<!-- (13.3039)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/aggregate-crushing-value/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>SOUNDNESS OF CEMENT</title>
		<link>http://theconstructor.org/2010/05/soundness-of-cement/</link>
		<comments>http://theconstructor.org/2010/05/soundness-of-cement/#comments</comments>
		<pubDate>Wed, 05 May 2010 05:16:33 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Cement]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/soundness-of-cement/</guid>
		<description><![CDATA[AIM To determine the soundness of cement by the Le-chatelier method &#160; APPARATUS Le- chatelier mould The mould consist of a small split cylinder of spring brass or other suitable metal of 0.5mm thickness forming of a mould 30mm internal diameter and 30mm height . On either side of the split are attached to indicators [...]

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<a href="http://theconstructor.org/2010/03/final-setting-time-of-cement/" title="FINAL SETTING TIME OF CEMENT" class="dark_perm">FINAL SETTING TIME OF CEMENT</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (20.4027)-->
	

<a href="http://theconstructor.org/2010/03/initial-setting-time-of-cement-is-4031-is-269/" title="INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)" class="dark_perm">INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (20.1483)-->
	

<a href="http://theconstructor.org/2010/03/standard-consistency-of-cement/" title="STANDARD CONSISTENCY OF CEMENT" class="dark_perm">STANDARD CONSISTENCY OF CEMENT</a><br/>	
The standard consistency is that consistency, which will permit the vicat plunger...<!-- (18.7065)-->
	

<a href="http://theconstructor.org/2010/03/slump-test/" title="SLUMP TEST" class="dark_perm">SLUMP TEST</a><br/>	
To study the workability (determine the consistency) of prepared concrete either in...<!-- (13.194)-->
	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-cement/" title="SPECIFIC GRAVITY OF CEMENT" class="dark_perm">SPECIFIC GRAVITY OF CEMENT</a><br/>	
AIM To determine the specific gravity is normally defined as the ratio...<!-- (13.0132)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/soundness-of-cement/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>SPECIFIC GRAVITY OF CEMENT</title>
		<link>http://theconstructor.org/2010/05/specific-gravity-of-cement/</link>
		<comments>http://theconstructor.org/2010/05/specific-gravity-of-cement/#comments</comments>
		<pubDate>Wed, 05 May 2010 05:07:46 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Cement]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/specific-gravity-of-cement/</guid>
		<description><![CDATA[AIM To determine the specific gravity is normally defined as the ratio between the weight of a given volume of material and weight of an equal volume of water.To determine the specific gravity of cement, kerosene which doe snot recent with cement is used. &#160; APPARATUES Le Chaterlier”s flask, weighing balance, kerosene (free from water). [...]

<h3>Related Posts</h3>



	

<a href="http://theconstructor.org/2010/05/specific-gravity-of-fine-and-corse-aggregates/" title="SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES" class="dark_perm">SPECIFIC GRAVITY OF FINE AND CORSE AGGREGATES</a><br/>	
AIM To determine the specific gravity of given sample of fine and...<!-- (21.2845)-->
	

<a href="http://theconstructor.org/2010/02/specific-gravity-and-water-absorption-test/" title="SPECIFIC GRAVITY AND WATER ABSORPTION TEST" class="dark_perm">SPECIFIC GRAVITY AND WATER ABSORPTION TEST</a><br/>	
SPECIFIC GRAVITY AND WATER ABSORPTION TEST AIM: i) To measure the strength...<!-- (18.5315)-->
	

<a href="http://theconstructor.org/2010/03/final-setting-time-of-cement/" title="FINAL SETTING TIME OF CEMENT" class="dark_perm">FINAL SETTING TIME OF CEMENT</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (12.9945)-->
	

<a href="http://theconstructor.org/2010/03/initial-setting-time-of-cement-is-4031-is-269/" title="INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)" class="dark_perm">INITIAL SETTING TIME OF CEMENT (IS 4031, IS 269)</a><br/>	
Take 400 gm of cement in a pan. Prepare a neat cement...<!-- (12.9416)-->
	

<a href="http://theconstructor.org/2010/05/soundness-of-cement/" title="SOUNDNESS OF CEMENT" class="dark_perm">SOUNDNESS OF CEMENT</a><br/>	
AIM To determine the soundness of cement by the Le-chatelier method &#160;...<!-- (12.5668)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/specific-gravity-of-cement/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>COMPRESSIVE STRENGTH TEST ON CONCRETE CYLINDERS</title>
		<link>http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/</link>
		<comments>http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/#comments</comments>
		<pubDate>Wed, 05 May 2010 04:55:02 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Concrete]]></category>
		<category><![CDATA[Material Testing]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Practical Guide]]></category>
		<category><![CDATA[Lab Tests]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/</guid>
		<description><![CDATA[AIM To determine the compressive strength of concrete cylinders. APPARATUS Compression testing machine, cylinder mould of 150mm diameter and 300mm height, weighing balance. PROCEDURE (i) Cast the cylinder and cure for 28 days. (ii) Takeout the specimen from the curing tank. (iii) Wipe out the excess water from the surface of specimen. (iv) Place the [...]

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<a href="http://theconstructor.org/2010/03/compressive-strength-of-concrete-cubes/" title="COMPRESSIVE STRENGTH OF CONCRETE CUBES" class="dark_perm">COMPRESSIVE STRENGTH OF CONCRETE CUBES</a><br/>	
To determine the compressive strength of concrete specimens prepared and to verify...<!-- (35.7091)-->
	

<a href="http://theconstructor.org/2010/04/splitting-tensile-strength-test-on-concrete-cylenders/" title="SPLITTING TENSILE STRENGTH TEST ON CONCRETE CYLENDERS" class="dark_perm">SPLITTING TENSILE STRENGTH TEST ON CONCRETE CYLENDERS</a><br/>	
AIM To determine the splitting tensile of concrete. APPARATUS Compression testing machine,...<!-- (30.3112)-->
	

<a href="http://theconstructor.org/2010/03/compressive-strength-of-mortar-cubes/" title="COMPRESSIVE STRENGTH OF MORTAR CUBES" class="dark_perm">COMPRESSIVE STRENGTH OF MORTAR CUBES</a><br/>	
Take 200gm of cement and 600gm of standard sand in the proportion...<!-- (23.3288)-->
	

<a href="http://theconstructor.org/2010/02/the-charpy-impact-test/" title="THE CHARPY IMPACT TEST" class="dark_perm">THE CHARPY IMPACT TEST</a><br/>	
The Charpy impact test is one of the impact-testing that is used...<!-- (16.5243)-->
	

<a href="http://theconstructor.org/2010/04/determination-of-modulus-of-elasticity-of-concrete/" title="DETERMINATION OF MODULUS OF ELASTICITY OF CONCRETE" class="dark_perm">DETERMINATION OF MODULUS OF ELASTICITY OF CONCRETE</a><br/>	
AIM To determine the modulus of elasticity of concrete. SPECIMEN Concrete calender...<!-- (15.8598)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/compressive-strength-test-on-concrete-cylinders/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>PERFORMANCE OF VARIOUS TYPES OF BUILDINGS DURING EARTHQUAKE</title>
		<link>http://theconstructor.org/2010/05/performance-of-various-types-of-buildings-during-earthquake-5/</link>
		<comments>http://theconstructor.org/2010/05/performance-of-various-types-of-buildings-during-earthquake-5/#comments</comments>
		<pubDate>Mon, 03 May 2010 08:12:00 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Building Technology]]></category>
		<category><![CDATA[Buildings]]></category>
		<category><![CDATA[Design]]></category>
		<category><![CDATA[Earthquake]]></category>
		<category><![CDATA[Earthquake Resistant]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Earthquake Design]]></category>
		<category><![CDATA[Earthquake Engineering]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/05/performance-of-various-types-of-buildings-during-earthquake-5/</guid>
		<description><![CDATA[Different types of buildings suffer different degrees of damage during earthquakes and the same has been studied here. 1. MUD AND ADOBE HOUSES: Unburnt sun dried bricks laid in mud mortar are called adobe construction. Mud houses are the traditional construction, for poor and most suitable in view of their initial cost, easy availability, low [...]

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<a href="http://theconstructor.org/2010/02/safe-design-and-construction-of-multistorey-reinforced-concrete-buildings/" title="SAFE DESIGN AND CONSTRUCTION OF MULTISTOREY REINFORCED CONCRETE BUILDINGS" class="dark_perm">SAFE DESIGN AND CONSTRUCTION OF MULTISTOREY REINFORCED CONCRETE BUILDINGS</a><br/>	
MULTISTOREY REINFORCED CONCRETE BUILDINGS A large number of reinforced concrete multistoreyed frame...<!-- (16.6543)-->
	

<a href="http://theconstructor.org/2010/03/basic-elements-of-earthquake-resistant-design/" title="BASIC ELEMENTS OF EARTHQUAKE RESISTANT DESIGN" class="dark_perm">BASIC ELEMENTS OF EARTHQUAKE RESISTANT DESIGN</a><br/>	
Structures on the earth are generally subjected to load of two types...<!-- (14.32)-->
	

<a href="http://theconstructor.org/2010/03/guidelines-for-earthquake-resistant-design/" title="GUIDELINES FOR EARTHQUAKE RESISTANT DESIGN" class="dark_perm">GUIDELINES FOR EARTHQUAKE RESISTANT DESIGN</a><br/>	
An earthquake is vibration of earth surface by waves emerging from the...<!-- (12.984)-->
	

<a href="http://theconstructor.org/2010/04/earthquake-related-terms/" title="EARTHQUAKE &#038; RELATED TERMS" class="dark_perm">EARTHQUAKE &#038; RELATED TERMS</a><br/>	
Magnitude: Measure of the amount of energy released during an earthquake. It...<!-- (12.9393)-->
	

<a href="http://theconstructor.org/2010/02/earthquake-geotechnical-engineering-and-it%e2%80%99s-practices-i/" title="EARTHQUAKE GEOTECHNICAL ENGINEERING AND IT’S PRACTICES-I" class="dark_perm">EARTHQUAKE GEOTECHNICAL ENGINEERING AND IT’S PRACTICES-I</a><br/>	
EARTHQUAKE HAZARDS RELATED TO GEOTECHNICAL ENGINEERING •&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp; Ground Shaking: Shakes structures constructed...<!-- (11.6826)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/05/performance-of-various-types-of-buildings-during-earthquake-5/feed/</wfw:commentRss>
		<slash:comments>1</slash:comments>
		</item>
		<item>
		<title>RCC STRUCTURES IN COASTAL AREAS</title>
		<link>http://theconstructor.org/2010/04/rcc-structures-in-coastal-areas/</link>
		<comments>http://theconstructor.org/2010/04/rcc-structures-in-coastal-areas/#comments</comments>
		<pubDate>Sat, 17 Apr 2010 02:46:47 +0000</pubDate>
		<dc:creator>Gopal Mishra</dc:creator>
				<category><![CDATA[Coastal Areas]]></category>
		<category><![CDATA[Miscellaneous]]></category>
		<category><![CDATA[Structures]]></category>
		<category><![CDATA[Tips]]></category>
		<category><![CDATA[RCC]]></category>
		<category><![CDATA[Structure]]></category>

		<guid isPermaLink="false">http://theconstructor.org/2010/04/rcc-structures-in-coastal-areas/</guid>
		<description><![CDATA[The entire coastal belt of the Indian peninsula is considered as an extremely corrosive belt as per the corrosion map prepared by the Corrosion Advisory Bureau, Metal Research Committee, Jamshedpur. Steel and other ferrous metal along the coastline are susceptible to corrosion, which is mainly initiated by chloride ions present in the sea salts. It [...]

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<a href="http://theconstructor.org/2010/03/rcc-slab-casting-work-procedure/" title="RCC SLAB CASTING &ndash; WORK PROCEDURE" class="dark_perm">RCC SLAB CASTING &ndash; WORK PROCEDURE</a><br/>	
The construction joint shall be pre decided and fixed prior to start...<!-- (9.10962)-->
	

<a href="http://theconstructor.org/2009/10/durability-of-concrete-structures/" title="Durability of Concrete Structures" class="dark_perm">Durability of Concrete Structures</a><br/>	
A long service life is considered synonymous with durability. Since durability under...<!-- (8.17794)-->
	

<a href="http://theconstructor.org/2009/10/smart-structures-and-materials-2/" title="Smart Structures and Materials" class="dark_perm">Smart Structures and Materials</a><br/>	
A structure which can adapt to the changing environmental conditions is called...<!-- (7.66939)-->
	

<a href="http://theconstructor.org/2009/10/smart-structures-and-materials/" title="Smart Structures and Materials" class="dark_perm">Smart Structures and Materials</a><br/>	
A structure which can adapt to the changing environmental conditions is called...<!-- (7.66939)-->
	

<a href="http://theconstructor.org/2009/10/smart-structures-and-materials-3/" title="Smart Structures and Materials" class="dark_perm">Smart Structures and Materials</a><br/>	
A structure which can adapt to the changing environmental conditions is called...<!-- (7.60795)-->
	
]]></description>
		<wfw:commentRss>http://theconstructor.org/2010/04/rcc-structures-in-coastal-areas/feed/</wfw:commentRss>
		<slash:comments>2</slash:comments>
		</item>
	</channel>
</rss>
