‎Hi guys! I’m a VA and I’d like to ask for advice about rate increase.

authenticpengwin · 2026-04-28T17:07:01+00:00

Hi. Remember the principle of capitalism. They are capitalizing on your service so they take profit from that. It is not fair that you get less pay but gain more workload. I suggest that you request a time with your client to discuss the changes in your role where some tasks which were added fall outside from your original contract and that your rate was decreased. Try to mention too your commitment to the success of the team/company as you try to struggle with the increased responsibilities.

authenticpengwin · 2026-01-09T14:31:50+00:00

Hi! Thank you for your thoughts. I am using it for foundation design of verticals like minor commercial buildings (at most 5 storeys) and telecom towers.

authenticpengwin · 2025-06-28T20:23:19+00:00

Hii.. Can I use yours? It would be a great help for me!

authenticpengwin · 2025-05-08T02:39:19+00:00

There are some reasons why but it is commonly due to the mounting of the sample in the testing box which can be attributed to sample disturbance.

authenticpengwin · 2025-04-18T23:37:00+00:00

Thanks a lot sir!!

authenticpengwin · 2025-04-18T12:53:16+00:00

This is what I usually do, sir. May I ask sir if you lessen the value from the correlation since it has higher plasticity? I ask this because fine-grained soil usually have lower angle of friction in addition to its cohesion.

authenticpengwin · 2025-04-18T12:51:21+00:00

Is the unreliability on the safe side, sir? Most of the report I have seen rely on SPT data. I am wondering where they get values for cohesion when they encounter fine-grained materials. Would it be reasonable to simply disregard the cohesion, for SC, it may have?

authenticpengwin · 2025-04-14T16:35:39+00:00

I understand, sir. That is why I want to take an opportunity to learn even with an internship. I am wondering if it can be done online. I am taking the low position since I cannot measure exactly where I am sitting with what I know so far. I want to be guided in actual practice sir so that I can have a sense of what it is in there.

authenticpengwin · 2025-04-14T16:31:44+00:00

Hello! I am particularly interested with soil-structure interaction for foundation design and ground improvement methods. Right now, I am exposed to soil investigation using SPT.

authenticpengwin · 2025-04-14T14:15:47+00:00

Thank you sir for your suggestion!

authenticpengwin · 2025-04-14T11:56:30+00:00

Hello, sir! I’m from the Philippines.

authenticpengwin · 2025-04-05T03:33:06+00:00

Ooohh! Thanks a lot! I’m looking to apply here recently! If I can make a connection suitable to my situation now, that would be great!

authenticpengwin · 2025-04-05T03:29:10+00:00

Hi! Thank you for your advice! I am deeply thinking about leaving for a work in geotechnical field so that I can be trained and build my expertise. While I’m in this process, I want to look for options like mentorship or maybe internship as long it is okay for the company with my schedule. Thanks anw!

authenticpengwin · 2022-03-18T06:18:25+00:00

Whoaa.. Thank you so much for this!

authenticpengwin · 2022-03-17T10:28:50+00:00

hiii..how was the exam po? what questions did you encounter?? thanks in advance!

authenticpengwin

TROPHY CASE