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Great concept - I can finally share my documents with people. Although it would be good to be able to switch things off like the steps clip note as on some of my pages there are 300+ fields to fill in!
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2016-05-07
I was disappointed with the services I purchased, but PDF filler made it right and refunded my money. I appreciate how attentive they were to my needs and what I was looking for.
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2017-05-19
Just learning your App, just need more time to get the hang of it God Bless!!! Next Time Don't say FREE in your Ads, when all the time you know that you're going to charge, "That Part...
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2018-10-04
Really helps me with any random form that comes my way. I hated printing out, filling out by hand and scanning. This keeps it simple and discreet! Easy to get people to fill out forms, too.
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Graph Recommended Field Settlement: make editing documents online simple

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0:57 51:58 Suggested clip Mod-01 Lec-11 Shallow Foundation — Settlement Calculation — I YouTubeStart of suggested client of suggested clip Mod-01 Lec-11 Shallow Foundation — Settlement Calculation — I
Immediate settlement takes place in a short time (about a week) after application of load and is due to elastic distortion of the soil. As the settlement is experienced in a short time, there will not be enough time for soil mass for change in its water content. Immediate settlement is computed by elastic theory.
Settlement is the downward movement of the ground caused by a load consolidating the soil below it or causing displacement of the soil. Settlement often refers to the downward movement of the ground around an excavated space, such as that for tunnels, shafts, or basements.
The total settlement of a loaded soil has three components: Elastic settlement, primary consolidation, and secondary compression. Elastic settlement is on account of change in shape at constant volume, i.e. due to vertical compression and lateral expansion.
Consolidation is defined as the gradual expulsion of pore water and subsequent stress transfer from the pore water to soil grains under sustained loading. Whereas settlement is a result of consolidation. Immediate settlement is due to distortion of soil without any volume change.
Primary Consolidation. It is defined as the process in which the soil volume decreases. Here, e 0 is the initial void ratio, c is the consolidation settlement, are the final and initial vertical stress and H is the compressible soil height.
The primary consolidation settlement can be calculated from the coefficient of volume compressibility MV, which can further lead to the Young's modulus E = (1 + v)(1 2v)/[MV(1 v)], with an assumed Poisson's ratio v.
To distinguish between the two mechanisms, “primary consolidation” refers to consolidation due to dissipation of excess water pressure, while “secondary consolidation” refers to the creep process.

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