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- Users: inhinyera_sibil
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Encountered loose soil
For our soil investigations results. below are the depth when spt reached n values >50 hence they started coring. BH-1 4.5-6.0 BH-2 1.5-3.0/3.0-4.5 BH-3 4.5-6.0 BH-4 3.25-4.5 above this depths the soil description are clayey sand, sandy lean clay, silty sand with gravel. this is the two...- inhinyera_sibil
- Post #8
- Forum: Geotechnical engineering general discussion
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Encountered loose soil
We already opted for a ground improvement. Unfortunately they refused to do the work. Probably is because most areas are already excavated to the depth of the 3meters and they would just improve the remaining depth about 1.5-2m. My bad forgot to tell about the ground improvement. If deep...- inhinyera_sibil
- Post #5
- Forum: Geotechnical engineering general discussion
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Encountered loose soil
oh below is the photo.https://files.engineering.com/getfile.aspx?folder=df7f3b28-9b86-4d36-9ed3-505ad1a0a1ae&file=07087F2D-2722-4BFF-83A3-7C04C139E9C3.jpeg- inhinyera_sibil
- Post #2
- Forum: Geotechnical engineering general discussion
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Encountered loose soil
Hi, I am new to this forum. I can see this forum is full of people with great knowledge and experiences, so trying my luck here to find answer. I am handling a school project now. We had encountered loose soil. First reason is the architect decided to relocate the building. The farthest area is...- inhinyera_sibil
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- Replies: 7
- Forum: Geotechnical engineering general discussion
