Does anyone have experience or references on setting up post-grouting CPT testing acceptance criteria, for a Sandy, stiff to very stiff Clay site improvement using compaction grouting? No water, the clay is dry.
What is the general range of CPT tip resistance and sleeve resistance range? I...
Hi fellows, did anybody know a good tieback design manual or textbook for a tieback design, especially the arching factor (values) used for a tieback design? I have a lot of manuals talking about tieback, but none of them ever mentioned the arching factor values (FHWA-RD-75-128,129,130 mentioned...
I just came back from a nuclear gauge (NG) testing on some organic material (those black dredging stuff from the bottom of the sea). The soil is obviously very soft and the moisture is high. (after I stand on it, my footprints were on it permanently. Also, NG’s probe can be easily pushed down...
I am not very familiar with AUTOCAD. Any answer is appreciated.
Q1: I have a .dxf file imported from a geotechnical software. I tried to do more work based on this drawing. But the scale of this file looks like not normal, say approximately 1:3.246.
Which step(s) I should do to make it...
The lateral spreading results calculated using the equation of Youd (2002, see ASCE 2002 October version) and other methods are quite different. A same CA coastal slope lateral spread using Youd’s equation say, is 100 feet, while using Newmark analysis or Markdisi & Seed chart resulted a lateral...
Dear Friends:
I am desperately looking for the following information for several weeks already. Your recommendation is really appreciated.
I am reading Linderbuger's Civil Reference Manual for my P.E. exam next month.
But for the Structural Steel topic, I still can't find any other book that...
Dear Engineer Friends:
I am desperately looking for the following information for several weeks already. Your recommendation is really appreciated.
I am reading Linderbuger's Civil Reference Manual for my P.E. exam next month.
But for the Structural Steel topic, I still can't find any other...
