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<a href="http://s21.postimg.org/x50qzukqf/forces.gif" imageanchor="1" style="clear: left; float: left; margin-bottom: 1em; margin-right: 1em;"><span style="font-family: "verdana" , sans-serif;"><img alt="PILE LOAD CAPACITY CALCULATION" border="0" height="220" src="https://s21.postimg.org/x50qzukqf/forces.gif" title="PILE LOAD CAPACITY CALCULATION" width="192" /></span></a></div>
<span style="font-family: "verdana" , sans-serif;">Pile load capacity calculation is done to find the ultimate load the pile foundation can support when loaded. It is also known as the bearing capacity of piles. Pile load capacity calculation is done for single pile or a group of piles based on the requirement of number of piles for the given load or size of foundation. We will discuss here the load carrying capacity of both single pile and group of piles. </span><br />
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<b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;">SINGLE PILE CAPACITY CALCULATION:</span></b></div>
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<b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;">Vertical Load:</span></b></div>
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<b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;"><img alt="vertical load on pile" border="0" class="td-animation-stack-type0-2      ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed   lazyloaded" data-lazy-src="http://theconstructor.org/wp-content/uploads/2012/03/clip_image0021.jpg" height="178" src="https://theconstructor.org/wp-content/uploads/2012/03/clip_image0021.jpg" style="background-image: none; border: 0px; box-sizing: border-box; display: block; float: none; height: auto; margin: 0px auto; max-width: 100%; opacity: 0; padding-left: 0px; padding-right: 0px; padding-top: 0px; transition: opacity 0.3s cubic-bezier(0.39, 0.76, 0.51, 0.56);" title="vertical load on pile" width="193" /><b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;"><b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;"><b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;"><b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;">The allowable resistance to compression  R<span style="bottom: -0.25em; box-sizing: border-box; font-size: 11.25px; line-height: 0; position: relative; vertical-align: baseline;">ac</span> of a single pile is provided by the end bearing, F<span style="bottom: -0.25em; box-sizing: border-box; font-size: 11.25px; line-height: 0; position: relative; vertical-align: baseline;">eb</span> and the skin friction for each strata,F<span style="bottom: -0.25em; box-sizing: border-box; font-size: 11.25px; line-height: 0; position: relative; vertical-align: baseline;">sf</span>. Thus,</span></b></span></b></span></b></span></b></span></b></div>
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<img alt="clip_image010" border="0" class="  td-animation-stack-type0-2  ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed   lazyloaded" data-lazy-src="http://theconstructor.org/wp-content/uploads/2012/03/clip_image010.jpg" height="29" src="https://theconstructor.org/wp-content/uploads/2012/03/clip_image010.jpg" style="background-image: none; border: 0px; box-sizing: border-box; display: block; float: none; height: auto; margin: 0px auto; max-width: 100%; opacity: 0; padding-left: 0px; padding-right: 0px; padding-top: 0px; transition: opacity 0.3s cubic-bezier(0.39, 0.76, 0.51, 0.56);" title="clip_image010" width="148" /></div>
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<span style="font-family: "verdana" , sans-serif;">Therefore, the maximum compressive service load that can be supported by a single pile is its total resistance less the self weight of the pile, W. Thus</span></div>
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<img alt="clip_image012" border="0" class="  td-animation-stack-type0-2    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed   lazyloaded" data-lazy-src="http://theconstructor.org/wp-content/uploads/2012/03/clip_image012.jpg" height="31" src="https://theconstructor.org/wp-content/uploads/2012/03/clip_image012.jpg" style="background-image: none; border: 0px; box-sizing: border-box; display: block; float: none; height: auto; margin: 0px auto; max-width: 100%; opacity: 0; padding-left: 0px; padding-right: 0px; padding-top: 0px; transition: opacity 0.3s cubic-bezier(0.39, 0.76, 0.51, 0.56);" title="clip_image012" width="219" /></div>
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<span style="font-family: "verdana" , sans-serif;">A pile can also resist a tensile load. The maximum tensile service load,</span><img alt="clip_image014" border="0" class="  td-animation-stack-type0-2  ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed   lazyloaded" data-lazy-src="http://theconstructor.org/wp-content/uploads/2012/03/clip_image014.jpg" height="17" src="https://theconstructor.org/wp-content/uploads/2012/03/clip_image014.jpg" style="background-image: none; border: 0px; box-sizing: border-box; display: block; float: none; height: auto; margin: 0px auto; max-width: 100%; opacity: 0; padding-left: 0px; padding-right: 0px; padding-top: 0px; transition: opacity 0.3s cubic-bezier(0.39, 0.76, 0.51, 0.56);" title="clip_image014" width="18" /><span style="font-family: "verdana" , sans-serif;">that can be resisted by pile is</span></div>
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<img alt="clip_image016" border="0" class="  td-animation-stack-type0-2  ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed   lazyloaded" data-lazy-src="http://theconstructor.org/wp-content/uploads/2012/03/clip_image016.jpg" height="28" src="https://theconstructor.org/wp-content/uploads/2012/03/clip_image016.jpg" style="background-image: none; border: 0px; box-sizing: border-box; display: block; float: none; height: auto; margin: 0px auto; max-width: 100%; opacity: 0; padding-left: 0px; padding-right: 0px; padding-top: 0px; transition: opacity 0.3s cubic-bezier(0.39, 0.76, 0.51, 0.56);" title="clip_image016" width="134" /></div>
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<span style="font-family: "verdana" , sans-serif;">Values of the end bearing and skin friction resistance are obtained from soil exploration, pile driving energy and test loadings. These ultimate values are divided by a partial factor of safety of between 2 and 3 to give the allowable values  F<span style="bottom: -0.25em; box-sizing: border-box; font-size: 11.25px; line-height: 0; position: relative; vertical-align: baseline;">eb</span> and F<span style="bottom: -0.25em; box-sizing: border-box; font-size: 11.25px; line-height: 0; position: relative; vertical-align: baseline;">sf</span>.</span></div>
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<b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;">Horizontal Load:</span></b></div>
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<b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;"><img alt="Horizontal load on piles" border="0" class=" ing td-animation-stack-type0-2    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed   lazyloaded" data-lazy-src="http://theconstructor.org/wp-content/uploads/2012/03/clip_image020.jpg" height="175" src="https://theconstructor.org/wp-content/uploads/2012/03/clip_image020.jpg" style="background-image: none; border: 0px; box-sizing: border-box; display: block; float: none; height: auto; margin: 0px auto; max-width: 100%; opacity: 0; padding-left: 0px; padding-right: 0px; padding-top: 0px; transition: opacity 0.3s cubic-bezier(0.39, 0.76, 0.51, 0.56);" title="Horizontal load on piles" width="184" /></span></b></div>
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<span style="font-family: "verdana" , sans-serif;">The horizontal capacity of a single pile is limited by maximum deflection that the structure can accommodate and also by the structural capacity of the pile.</span></div>
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<span style="font-family: "verdana" , sans-serif;">There are several methods of determining the modulus of subgrade reaction (kN/m3) from which maximum horizontal capacity for a given deflection can be determined.</span></div>
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<b style="box-sizing: border-box;"><span style="font-family: "verdana" , sans-serif;">GROUP PILE CAPACITY CALCULATION:</span></b></h4>
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<span style="font-family: "verdana" , sans-serif;">Piles are generally arranged in groups to support heavy vertical loads. To minimize the size, and therefore the cost of the pile cap, the piles are arranged as close together as possible.</span></div>
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<img alt="Group pile capacity" border="0" class="ing  ing  ing    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed    ed td-animation-stack-type0-2    ed    ed    ed    ed    ed    ed   lazyloaded" data-lazy-src="http://theconstructor.org/wp-content/uploads/2012/03/clip_image022.jpg" height="330" src="https://theconstructor.org/wp-content/uploads/2012/03/clip_image022.jpg" style="background-image: none; border: 0px; box-sizing: border-box; display: block; float: none; height: auto; margin: 0px auto; max-width: 100%; opacity: 0; padding-left: 0px; padding-right: 0px; padding-top: 0px; transition: opacity 0.3s cubic-bezier(0.39, 0.76, 0.51, 0.56);" title="Group pile capacity" width="261" /></div>
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<span style="font-family: "verdana" , sans-serif;">To provide undisturbed bearing capacity and suitable driving conditions, the recommended minimum clear distance between the piles is twice the diameter of the pile.</span></div>
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<img alt="Minimum clear spacing between piles" border="0" class="ed    ed    ed    ed    ed    ed    ed    ed    ed    ed td-animation-stack-type0-2    ed    ed    ed    ed    ed   lazyloaded" data-lazy-src="http://theconstructor.org/wp-content/uploads/2012/03/clip_image024.jpg" height="118" src="https://theconstructor.org/wp-content/uploads/2012/03/clip_image024.jpg" style="background-image: none; border: 0px; box-sizing: border-box; display: block; float: none; height: auto; margin: 0px auto; max-width: 100%; opacity: 0; padding-left: 0px; padding-right: 0px; padding-top: 0px; transition: opacity 0.3s cubic-bezier(0.39, 0.76, 0.51, 0.56);" title="Minimum clear spacing between piles" width="133" /></div>
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<span style="font-family: "verdana" , sans-serif;">The total vertical service load on a group of piles should not exceed the group capacity, which is given by:</span></div>
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<span style="font-family: "verdana" , sans-serif;">Group capacity= group friction capacity + group end bearing capacity</span></div>
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<span style="font-family: "verdana" , sans-serif;">= 2D(L+K)k1 + BLk2</span></div>
<span style="font-family: "verdana" , sans-serif;"><span style="font-family: "verdana" , sans-serif;"></span><br /></span>
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<span style="font-family: "verdana" , sans-serif;">Where k1 and k2 are soil coefficients. Individual pile loads within the group are limited to the single pile capacity.</span></div>
<span style="font-family: "verdana" , sans-serif;">Also here describe mostly followed design small book that can help you to design pile foundation and calculation pile capacity.</span><br />
<span style="font-family: "verdana" , sans-serif;"><span style="font-family: "verdana" , sans-serif;"><br /></span><span style="font-family: "verdana" , sans-serif;"><a href="http://adf.ly/1oD89x" target="_blank">A comparison of friction piles bearing Capacity.pdf - 4.6 MB</a></span></span><br />
<span style="font-family: "verdana" , sans-serif;"><br /></span></div>
<a href="http://adf.ly/1oD8AE" target="_blank"><span style="font-family: "verdana" , sans-serif;">Comparison of Five Different Methods for Determining.pdf - 4.0 MB</span></a><br />
<span style="font-family: "verdana" , sans-serif;"><br /></span>
<span style="font-family: "verdana" , sans-serif;"><a href="http://adf.ly/1oD8BJ" target="_blank">field-estimates-pile-capacity.pdf - 278 KB</a> </span><br />
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<span style="font-family: "verdana" , sans-serif;"> <a href="http://adf.ly/1oD8An" target="_blank">pile design1-das.pdf - 1.2 MB</a></span><br />
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<span style="font-family: "verdana" , sans-serif;"><a href="http://adf.ly/1oD8Br" target="_blank">Pile Exmple Solution.pdf - 322 KB</a> </span><br />
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<span style="font-family: "verdana" , sans-serif;"> <a href="http://adf.ly/1oD8CS" target="_blank">Pile Foundation Design -2.pdf - 776 KB</a></span><br />
<span style="font-family: "verdana" , sans-serif;"><br /></span>
<a href="http://adf.ly/1oD8D1" target="_blank"><span style="font-family: "verdana" , sans-serif;">Pile Foundation Design.pdf - 1.2 MB</span></a><br />
<span style="font-family: "verdana" , sans-serif;"><br /></span>
<a href="http://adf.ly/1oD8Db" target="_blank"><span style="font-family: "verdana" , sans-serif;">Pile Foundations.pdf - 887 KB</span></a><br />
<span style="font-family: "verdana" , sans-serif;"><br /></span>
<span style="font-family: "verdana" , sans-serif;"><a href="http://adf.ly/1oD8EI" target="_blank">PILED FOUNDATION DESIGN AND CONSTRUCTION.pdf - 9.5 MB</a>  </span><br />
<span style="font-family: "verdana" , sans-serif;"><br /></span>
<span style="font-family: "verdana" , sans-serif;">also you can download foundation related books.</span><br />
<span style="font-family: "verdana" , sans-serif;"><br /></span>
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PILE LOAD CAPACITY CALCULATION

Pile load capacity calculation is done to find the ultimate load the pile foundation can support when loaded. It is also known as the be...

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PILE LOAD CAPACITY CALCULATION

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