<?xml version="1.0" encoding="UTF-8" standalone="no"?><?xml-stylesheet href="http://www.blogger.com/styles/atom.css" type="text/css"?><rss xmlns:itunes="http://www.itunes.com/dtds/podcast-1.0.dtd" version="2.0"><channel><title>Construction Updates</title><description></description><managingEditor>noreply@blogger.com (The Civil Engineer)</managingEditor><pubDate>Mon, 8 Jun 2026 20:59:07 +0530</pubDate><generator>Blogger http://www.blogger.com</generator><openSearch:totalResults xmlns:openSearch="http://a9.com/-/spec/opensearchrss/1.0/">110</openSearch:totalResults><openSearch:startIndex xmlns:openSearch="http://a9.com/-/spec/opensearchrss/1.0/">1</openSearch:startIndex><openSearch:itemsPerPage xmlns:openSearch="http://a9.com/-/spec/opensearchrss/1.0/">25</openSearch:itemsPerPage><link>http://constructionduniya.blogspot.com/</link><language>en-us</language><itunes:explicit>no</itunes:explicit><itunes:subtitle/><itunes:owner><itunes:email>noreply@blogger.com</itunes:email></itunes:owner><item><title>Stability Analysis of Buildings and Restoration</title><link>http://constructionduniya.blogspot.com/2020/03/stability-analysis-of-buildings-and.html</link><category>Structural Stability</category><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Mon, 30 Mar 2020 11:29:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-9068657765049580358</guid><description>
Today’s modernization and rapid industrialization has resulted in construction of several wonderful structures, with reinforced cement concrete as the most prominent construction material. Earlier it was assumed that concrete is a very durable, maintenance-free material. But time and again, the experience has proved us wrong and there is definitely a maintenance requirement for all concrete </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://lh6.googleusercontent.com/jNoZ3x7nwYcseuCKWajQWo_gpre4saV4qJctwA3DlossTp8JV14EPObM1YaXyAs2_3oespBsHSMP7EoCnC-41AVYOuanUeAR94NSYlhbJ3oWhv_HF2tC9kylCBK3oRuJtNDOo2U=s72-c" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">671</thr:total></item><item><title>CAUSES AND PREVENTION OF CRACKS IN BUILDING</title><link>http://constructionduniya.blogspot.com/2019/11/causes-and-prevention-of-cracks-in.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Tue, 26 Nov 2019 21:25:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-9198650723652753230</guid><description>



&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;A crack is a complete or incomplete separation of concrete into two or more parts, produced by breaking or fracturing. The crack in concrete is an inherent feature, which cannot be completely prevented but can only be controlled and minimized. Concrete being a material having very low tensile strength, readily cracks when such </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhMpnnYRLtSspodAa4yCuvQ4w79CSonQDS_1vjkOzlDoZhwVZmUjwckc9TU5aDFeLdTdZ3tdiU8q4FAxlT1pybeBrA5sYLbcYwNPsgERlAq6luc3EiLaHerwI6zeuLK-OIZebivA1LOR_vv/s72-c/image-1.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">239</thr:total></item><item><title>ACTIVE AND PASSIVE CONTROL SYSTEMS CONSIDERING EARTH QUAKE EXCITATION</title><link>http://constructionduniya.blogspot.com/2019/11/active-and-passive-control-systems_24.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Sun, 24 Nov 2019 23:16:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-7946652429470522385</guid><description>

&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;

The energy imparted to a structure from earth quakes is dissipated by damping, if the earth quake is large enough; it is accompanied by plastic yielding. The damping energy is associated with inherent structural damping of the conventional members, and the external damping contributed by the structural control systems, such as viscoelastic (VE) damper and active </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://lh5.googleusercontent.com/mYgVRR2eundnh_UEBZjwIa_bjFRbwRGCU_P7cjRAHijBn_YWcBCk6pqRDgPcmIwTrOhKzq6Fbh1Uhs8hoYm5WHXdU04buKIUzle2SND-lgKtNW7eq839K48l3cfYLlDSZiPqSO8=s72-c" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">88</thr:total></item><item><title>DURABILITY OF CONCRETE STRUCTURES</title><link>http://constructionduniya.blogspot.com/2018/06/durability-of-concrete-structures.html</link><category>Concrete</category><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Mon, 4 Jun 2018 21:21:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-7329554815317536158</guid><description>











During the recent past, the
problem of early deterioration of concrete structures has assumed serious
proportion all over the world. In India also, this problem is being
witnessed in the past few years, especially in coastal and industrial belts as
well as in other aggressive environments. Durable concrete can be defined as
one that is designed, constructed and maintained to perform </description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">59</thr:total></item><item><title>Soil Stabilisation using Lime</title><link>http://constructionduniya.blogspot.com/2018/05/soil-stabilisation-using-lime.html</link><category>Soil</category><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Sun, 20 May 2018 07:26:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-5327827857530498180</guid><description>


&amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; &amp;nbsp; Stabilization in a broad sense incorporates the various methods employed for modifying the properties of a soil to improve its engineering performance.&amp;nbsp; Stabilization is being used   for a variety of engineering works, the most common application being in the construction of road and airfield pavements, where the main objective is to increase the </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEimO5qLnxEJvz-JzdW9oEUSZV_rtoAqo_B94nQ9kPFD4uQXVrzwfgyQzu6b6sC_j_cEYkdGSvxvqb4Olk1hngOyijn51um1YkLGT0JM3DucTK7UUyRa6BdhVmkugfogB0W70y4dGjCeDKOU/s72-c/image001-765161.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">26</thr:total></item><item><title>Vastu Shashtra - A Scientific Approach</title><link>http://constructionduniya.blogspot.com/2018/05/vastu-shashtra-scientific-approach.html</link><category>Vaastu</category><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Sun, 20 May 2018 07:18:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-7935072104427220654</guid><description>



Vastu Shastra&amp;nbsp;(also&amp;nbsp;Vastu   Veda&amp;nbsp;and&amp;nbsp;vastuvidya, "science&amp;nbsp;of   construction", "architecture") is an ancient&amp;nbsp;doctrine&amp;nbsp;which   consists of precepts born out of a traditional view on how the laws of nature affect human dwellings. The designs are based on&amp;nbsp;directional&amp;nbsp;alignments.   It used to be applied in&amp;nbsp;Hindu architecture,   especially for&amp;nbsp;</description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjE0nmdLRIODj6Qdof6NN8ggUg1-fGjTKvMzjrVGtV2zveqkJLenKaLePRpJnVrkJc4xxeiTDoicbU7fshpGv9LNPKTh2C0G4qZshuTCL9vWVwID_ayiMDxRFzNECtwbP9UfVubcM7pfOiI/s72-c/image001-756886.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">33</thr:total></item><item><title>Civil Engineer Job openings for freshers in Bangalore Metro</title><link>http://constructionduniya.blogspot.com/2017/11/civil-engineer-job-openings-for.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Wed, 15 Nov 2017 19:10:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-2265476146346136907</guid><description>
Bangalore Metro (BMRCL) has invited from eligible Indian Nationals for the Graduate Engineer - Civil (Total 80 Posts) in the Project Wing of BMRCL on contract basis.
&amp;nbsp; Following are the Eligibility conditions for Graduate Engineers:


&amp;nbsp;Knowledge of Kannada is a must. ( The candidate should be able to Read, Speak, Understand and Write in Kannada).
Possession of Civil Engineering degree </description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">10</thr:total></item><item><title>E Tendering</title><link>http://constructionduniya.blogspot.com/2017/03/e-tendering.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Fri, 31 Mar 2017 16:28:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-3031966475533519797</guid><description>
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</description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">18</thr:total></item><item><title>DOKA Formwork</title><link>http://constructionduniya.blogspot.com/2015/07/doka-formwork.html</link><category>Formwork</category><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Sun, 5 Jul 2015 23:18:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-611727758108842645</guid><description>

&amp;nbsp;Doka System Components

&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; The various basic components that make up the various DOKA system are as follows:

Doka formwork beams
Doka formwork sheets
Dokadur panels
Doka floor props
Form ties and suspension cones
Multi-trip packaging




1. Doka formwork beams

&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;</description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiTFWhVXZAdE3aJTBANsCAIXusTK5VzTYhOx5e-symgBnPJs5C3RB10pZ33N32IMyyH4Uf9rHTTAhblLUfzGwJumPOOFRLTRUwUonXYKK9oCNAJo5PHuEIwhxZ8qJE4CRZHdIJDtYAKeELT/s72-c/image018-720752.png" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">16</thr:total></item><item><title>CORROSION PROTECTION OF STEEL REINFORCEMENT IN RB AND RCC CONSTRUCTION</title><link>http://constructionduniya.blogspot.com/2015/06/corrosion-protection-of-steel.html</link><category>Reinforcement</category><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Mon, 8 Jun 2015 15:13:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-6827821389201350646</guid><description>Scope1.1. This standard (revised) specifies  the recommended practice for surface preparation, surface pretreatment and  anti-corrosive treatment based on inhibited and sealed cement slurry as an  in-situ process for corrosion protection of mild steel reinforcement/HYSD bars  in conventional reinforced concrete structures and conventional .reinforced  brickwork constructions.  This practice  is </description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">43</thr:total></item><item><title>Method Statement for Retaining Wall work Execution</title><link>http://constructionduniya.blogspot.com/2014/12/method-statement-for-retaining-wall.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Sat, 27 Dec 2014 12:48:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-4642395964509842514</guid><description>Method Statement for Retaining Wall work Execution            Retaining wall work shall be taken       up for a length of 10m to 20m to suit the site condition duly considering       the safety aspect.   The total height of different       types of retaining wall shall be cast in 2 or 3 pours, keeping the maximum       height of pour of 2.44m.   Shuttering and staging shall be as       per the </description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">17</thr:total></item><item><title>WORK PROCEDURE EARTHWORK IN EXCAVATION</title><link>http://constructionduniya.blogspot.com/2014/12/work-procedure-earthwork-in-excavation.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Sat, 27 Dec 2014 12:44:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-2373750183173964862</guid><description>                 Using  Excavator :         1.         Mark on ground area to be  excavated allowing side slope @ approx 1 horizontal: 6 vertical and working  space at bottom 50 cm wide all-round the proposed foundation.                     2.        In case depth of excavation is more than 2m allow a step 50 cm wide on all  sides or alternatively provide a slope of 1 vertical: 4 horizontal from </description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">10</thr:total></item><item><title>Plastering with M-Sand (Manufactured Sand)</title><link>http://constructionduniya.blogspot.com/2014/08/plastering-with-m-sand-manufactured-sand.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Thu, 21 Aug 2014 01:27:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-6449649200463570879</guid><description>

River sand is becoming a scarce commodity and hence exploring alternative
to it has become imminent. Rock crushed to the required grain size distribution
is termed as manufactures sand (M-sand). In order to arrive at the required
grain size distribution the coarser stone aggregate are crushed in a special
rock crusher and some of the crushed material is washed to remove fines. Following
are the</description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">49</thr:total></item><item><title>METHOD STATEMENT FOR Expansion joint filling using Capcell HD 100 </title><link>http://constructionduniya.blogspot.com/2014/08/method-statement-for-expansion-joint.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Thu, 21 Aug 2014 01:16:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-8312460130557603507</guid><description>



The density of polyurethane shall be 100Kgs /
     cum. The water absorption should be 0.012%.Thickness should be 50mm.&amp;nbsp; 
It should be bitumen free and chemical
     resistant. It should possess excellent recovery after compression.
The CAPCELL HD 100 board shall be cut neatly
     with all edges even and to the size required (size of the structure at the
     expansion joint.)
The </description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">4</thr:total></item><item><title>Method Statement for Columns</title><link>http://constructionduniya.blogspot.com/2014/08/method-statement-for-columns.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Thu, 21 Aug 2014 01:11:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-4544187431488941051</guid><description>

To provide
true line &amp;amp; position of columns/walls we shall provide starter/kicker for each
column &amp;amp; shear walls, column wall position shall be marked on raft/slab top
for providing starter/kicker.



&lt;!--[if !supportLists]--&gt;Ø&amp;nbsp; &lt;!--[endif]--&gt;Starters shall be made of 100 mm x 50
mm channel section. 

&lt;!--[if !supportLists]--&gt;Ø&amp;nbsp; &lt;!--[endif]--&gt;Concreting of starter will proceed
</description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">7</thr:total></item><item><title>CONSTRUCTION SITE MANAGEMENT  and CONTROLLING</title><link>http://constructionduniya.blogspot.com/2013/05/construction-site-management-and.html</link><category>Construction Management</category><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Mon, 6 May 2013 00:35:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-6010467233683923602</guid><description>






What Is Construction Site Management?





Managing the design and construction of a stated project to achieve an architectural and construction program at the lowest beneficial cost to owner within reasonable profit framework for the participants.
The basic function of managing the design and construction process as currently constituted is the integration of various independent factions </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEh3RP7rKzJXSbY0DrnXllM4ngSNNAnrSjWDRG9gXsNH_9iMSctL26WSX2QA_L-JCi-KCdk8nk2EkMkAandfIcmtGjMO9sbuvHVgpvYJ8G2QiSDXWGcGQB3Y1-F-6MUT13Ub1YyultM-dlbc/s72-c/image001-773832.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">40</thr:total></item><item><title>Waterproofing in Construction Industry</title><link>http://constructionduniya.blogspot.com/2013/04/waterproofing-in-construction-industry.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Wed, 10 Apr 2013 06:26:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-7776242008786840672</guid><description>


&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; In  building&amp;nbsp;construction, a structure needs waterproofing  since&amp;nbsp;concrete&amp;nbsp;itself will not be watertight on its own (but note  concrete is easily waterproofed with additives). The conventional system of  waterproofing involves 'membranes'. This relies on the application of one or  more layers of membrane (available in various materials:  e.g.,&amp;nbsp;</description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjxRBCdEIoE67gLEhyphenhyphenkEKoX7Q1gIyjmZ9cOLsS_U3RUrYI-hEnb1FnuHeXmdrYvooykgio-qBC2q7iFDzMQtZMlFCRVPJALpfYa9gK13BDWCj-pFktERiMz2paWLihD-nAZE6u34pyUs3jN/s72-c/image001-716158.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">51</thr:total></item><item><title>BRICKS</title><link>http://constructionduniya.blogspot.com/2013/04/bricks.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Wed, 10 Apr 2013 00:16:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-7678847344165978166</guid><description>                                     &amp;nbsp;    &amp;nbsp;    Bricks are one of the oldest types of building blocks. They are an  ideal building material because they are relatively cheap to make, very  durable, and require little maintenance. Bricks are usually made of kiln-baked  mixtures of clay. In ancient times, bricks were made of mud and dried in the  sun; modern bricks are made from concrete, </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgbWK2lT6tBR2JQr8e4F1tPj6P8CuTHfhFgeBx0waSQ-OhggRkKatTGlf1ACHwFFazsEaZt8HgMYDfDHKXCjp1wdx_MjCqv2d1uzWvMmUMyuOQlm_CpmhQWhS47H8MUi_Jk3VVQDzKwwz3G/s72-c/image002-792407.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">3</thr:total></item><item><title>Reactive Powder Concrete </title><link>http://constructionduniya.blogspot.com/2013/04/reactive-powder-concrete.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Wed, 10 Apr 2013 00:06:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-1259824603735899473</guid><description>    Reactive  Powder Concrete (RPC) is a high strength ductile  material formulated from a special combination of constituent materials. These  materials include Portland cement, silica fume, quartz flour, fine silica sand,  high-range water-reducer, water, and steel or organic fibers. The technology of  the material is covered by many patents in a Ultra High Performance Concrete.    The </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEhf1xuC-DgSYAPMEgKUm5fj_z9PsFaWz5wfHf65qc583Lqd2IJ55P8LaZHUl4XcASsYkGZhcEDJ3IZBEnz0GCrzuQGccRW_ySPp13owtjK-towa-cxptQSfWTSHesLtdXD1FGsy_e8liqru/s72-c/image001-769771.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">10</thr:total></item><item><title>MATERIALS USED FOR DAMP PROOFING</title><link>http://constructionduniya.blogspot.com/2012/06/materials-used-for-damp-proofing.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Wed, 6 Jun 2012 00:06:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-8642296502763807477</guid><description>
Damp proofing in Residential Building



Material used for damp proofing

1. Property of the material

An effective damp proofing material should have the following properties

1.&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;It should be impervious.

2.&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;It should be strong and durable and should be capable of withstanding both dead as well as live loads without damage.

</description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEjO48LRb0Y9nPNbmQ450GA7uKrPLo0voatAJknUWip6TJ_doB1baNyIS5nptA9akeBvgZUYd6OWXf9cy1ERp2smJQq-lkMidiPklHw_0BlLA1U7hiN5XIjirsZgCgDYBJgTiX_TRTQ59NTK/s72-c/image007-734123.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">162</thr:total></item><item><title>Pipe Bursting</title><link>http://constructionduniya.blogspot.com/2012/06/pipe-bursting.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Sun, 3 Jun 2012 23:12:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-7613408831269155798</guid><description>






&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;  Pipe bursting is trenchless pipe replacement technique in which a cone shaped  tool (bursting head) is inserted into the existing pipe &amp;amp; forced through  it, fracturing the pipe &amp;amp; pushing its fragments into surrounding soil. At  the same time new pipe is installed by pulling it into the place the new pipe  can be of the same </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEgmhTii_bh7vVY4-a9oAKd2OAjPQP8mtDKdRqXhhu-jT1Vj-8sa9YYXvFKTYP2FJacilANHWdPJbqPJWfzQVNFj18AqGnBpt8wsKNF6bCsAfgxXPinAPLsvw4Pt57HRv1lm-3b4pFvS1uhU/s72-c/image001-739717.png" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">11</thr:total></item><item><title>Case study of EXTREME WEATHER CONCRETING</title><link>http://constructionduniya.blogspot.com/2012/05/case-study-of-extreme-weather.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Tue, 29 May 2012 20:16:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-6653141246409165299</guid><description>







&amp;nbsp;&amp;nbsp;

In the present case requirement
of concrete temperature is 23° C at the time of mixing
and 27° C at the time of placing as
furnished by the customer.&amp;nbsp; 



The calculations for quantity of ice to be added in the form of flakes are
shown in Tables for both grades of concrete.&amp;nbsp;
However, actual trials shall be done at the site and temperatures be
measured.&amp;nbsp; </description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">2</thr:total></item><item><title>EXTREME WEATHER CONCRETING</title><link>http://constructionduniya.blogspot.com/2012/05/extreme-weather-concreting.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Tue, 29 May 2012 20:15:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-6613307215163626480</guid><description>










In countries which experience
extreme weather conditions special problems are encountered in preparation,
placement and curing of concrete. India has regions of extreme hot
weather (hot-humid and hot-arid) as well as cold weather. The Indian Standards
dealing with extreme weather concreting are: IS: 7861 (Part 1-1975 Reaff.
2007)-Hot weather concreting and IS: 7861 (Part 2-1981 Reaff. </description><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">0</thr:total></item><item><title>STRUCTURAL MEMBERS REQUIRED FOR TOP-DOWN CONSTRUCTION (Top Down Construction- Part 2)</title><link>http://constructionduniya.blogspot.com/2012/05/structural-members-required-for-top.html</link><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Tue, 8 May 2012 17:28:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-988011449177998624</guid><description>



Top Down Construction -Part 1

STRUCTURAL MEMBERS REQUIRED FOR TOP-DOWN CONSTRUCTION

Design and construction principles for top-down method primarily call for two major structural elements.

·&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;Columns with sufficient capacity must be pre-founded in bored piles or barrettes to sustain the construction load and to utilize as part of bracing system</description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEj5H716s6geFZddnJcbpj5VbG9tzdr-TXPZLtqJuL9tToT4Plt5YRBZbkWV_bpale-pHhQd-gyNPzuH9YZIF_Q_YUMSVC5HkHsbPByybwoTaCQYatwRza3EfPBYow2gmNC0J3FtnN8xE1bp/s72-c/image011-705486.png" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">23</thr:total></item><item><title>CHEMICAL ADMIXTURES IN CONCRETE-Part 2</title><link>http://constructionduniya.blogspot.com/2012/05/chemical-admixtures-in-concrete-part-2.html</link><category>Admixtures</category><author>noreply@blogger.com (The Civil Engineer)</author><pubDate>Tue, 8 May 2012 17:15:00 +0530</pubDate><guid isPermaLink="false">tag:blogger.com,1999:blog-2026890549450075515.post-6593962581313663959</guid><description>

CHEMICAL ADMIXTURES IN CONCRETE- Part 1



Accelerators:



&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp; Accelerating admixtures are added to concrete to increase the rate of early strength

development in concrete to:

·&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;Permit earlier removal of formwork.

·&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;&amp;nbsp;Reduce the required period of </description><media:thumbnail xmlns:media="http://search.yahoo.com/mrss/" height="72" url="https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiCeNx3ZeU8MoJsVq7UghoAh3RfcCDwM1eS2xax2roYMH3_HkjxzZSREUvL4VSFhGEP2WZHoQKAOw73LYzorKgvqvuVA9lWVOrDTKhbYBgaQRPzcFMj-Az9P4oq2gOXhj5ibthSLiPA7N3f/s72-c/image018-703542.jpg" width="72"/><thr:total xmlns:thr="http://purl.org/syndication/thread/1.0">66</thr:total></item></channel></rss>