Astm — D454621 Pdf

How to get a public key registered with a key server

Prerequisites

Export your public key

gpg --export --armor john@example.com > john_doe.pub

-----BEGIN PGP PUBLIC KEY BLOCK-----
mQGiBEm7B54RBADhXaYmvUdBoyt5wAi......=vEm7B54RBADh9dmP
-----END PGP PUBLIC KEY BLOCK-----
        

About the arguments:

Astm — D454621 Pdf

When performing these tests, lab technicians typically report several critical metrics used in foundation design:

The standard is divided into three specific procedures, each tailored to different soil types and engineering needs:

The 2021 edition replaced the previous ASTM D4546-14 standard. While it maintains the core procedures, it includes minor technical edits and updated references to ensure consistency with modern geotechnical practices. Three Methods of Testing astm d454621 pdf

Understanding ASTM D4546-21: The Standard for Soil Swell and Collapse

: This procedure uses "undisturbed" or intact samples taken directly from natural deposits or existing fill. It measures how a specific point in the soil profile will react to wetting while under its in-situ vertical stress. It measures how a specific point in the

: Unlike the first two methods, Method C focuses on what happens after the soil has already swelled or collapsed. It measures how much more the soil will compress when additional structural loads (like a new building) are applied to the already-wetted ground. Key Parameters Measured

This standard covers three distinct laboratory test methods (A, B, and C) used to evaluate the one-dimensional wetting-induced deformation of unsaturated soils. These tests simulate field conditions—such as rainfall or groundwater rise—to help engineers design foundations that can withstand soil volume changes. Key Parameters Measured This standard covers three distinct

: This method uses soil that has been remolded or compacted in the lab. It is primarily used to simulate the behavior of compacted fills . It is also the standard way to determine Swell Pressure (the force required to prevent swelling) and Free Swell (the percentage of expansion under minimal load).

Alternate way to submit your public key to the key servers using the CLI

gpg --keyid-format LONG --list-keys john@example.com
pub   rsa4096/ABCDEF0123456789 2018-01-01 [SCEA] [expires: 2021-01-01]
      ABCDEF0123456789ABCDEF0123456789
uid              [ ultimate ] John Doe <john@example.com>
            

This shows the 16-byte Key-ID right after the key-type and key-size. In this example it's the highlighted part of this line:

pub rsa4096/ABCDEF0123456789 2018-01-01 [SCEA] [expires: 2021-01-01]

The next step is to use this Key-ID to send it to the keyserver, in our case the MIT one.

gpg --keyserver keyserver.ubuntu.com --send-keys ABCDEF0123456789

Congratulations, you published your public key.

Please allow a couple of minutes for the servers to replicate that information before starting to use the key.

General notes on Security

  • A keyserver does not make any claims about authenticity. It merely provides an automated means to get a public key based on its ID. It's up to the user to decide whether the result is to be trusted, as in whether or not to import the public key to the local chain. Do not blindly import a key but at least verify its fingerprint. The phar.io fingerprint information can be found in the footer.
  • Instead of using a keyserver, public keys can of course also be imported directly. Linux distributions for example do that by providing their keys in release-packages or the base OS installation image. Phive will only contact a keyserver in case the key used for signing is not already known, a.k.a can not be found in the local chain.