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Recent content by aaumed
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Determine Lateral Soil Capacity for an embedded pole
Just for checking You can use this free simple laterally loaded pile software. http://www.yongtechnology.com/pypile/ if you have any questions, please let me know.- aaumed
- Post #9
- Forum: Geotechnical engineering general discussion
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Why Normally consolidated clay showing sandy behavior in CU test?
I read all comments and I thankful for responds but I have different opinion maybe we can discuss: the mohr-envelop theory in reality applicable for all types of material not soil only [this issue discussed in Mechanic of Materials Texts], and for all type of material failure there is no such...- aaumed
- Post #9
- Forum: Soil mechanics engineering
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Why Normally consolidated clay showing sandy behavior in CU test?
LRJ you are right about phi of loose and Dense sand. But for first part of your answer I understand you but my question is why that happen? Why same soil may have C =0 and C >0 for different type of test? What's the theory behind all that?- aaumed
- Post #3
- Forum: Soil mechanics engineering
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Why Normally consolidated clay showing sandy behavior in CU test?
Why normally consolidated clay shows sandy behavior in CU test, what I mean C=0 and phi>0 ,while it must be completely opposite of that (C>0 and phi =0 because it is cohesive soil)- aaumed
- Thread
- Replies: 8
- Forum: Soil mechanics engineering
