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Great product for my home-based business. No more searching online for forms or templates and cutting/pasting the old fashioned way! Easy to use and all of the documents my business uses.
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2015-11-03
I had a quick need to make some changes to a PDF. I found your application and it worked immediately. I want to learn more about these other features.
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2016-08-07
Using it to send IRS forms, very flexible options. Would like to enlarge the font size for printing some forms. If I use it more in future I will be interested in the webinar, but no need right now.
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2018-02-14
I had a problem with a pdf file freezing up on deadline and not being able to copy it when I was on deadline. I have to say, though, your online customer service was extremely helpful in solving my problem.
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It's MUCH EASIER TO USE THAN WONDERSHARE PDFelement 6! Which costs $$$$ more than PDFfiller. I could not use the Wondershare PDFelement 6 and got a refund. However if PdfFiller increases it's costs I will attempt to buy the Adobe program. It's not that I use pdf that often that I have to pay a monthly cost.
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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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