Someone has a spread sheet to solve the P-Y curves for a cohesion-friction soil? using the methology of the book of Reese and Van Impe? i have tried to solve it, but can get the curves... Or a step by step paper o ebook or something... Hope can help me... Thank you
Hi, In the place I am, my boss asked me to correct the SPT N values for dilatancy (dilatancia) and overburden, I am using the peck correction (0.77 log20/p) and the liao Whitman corrections, but when you are about 40 mts you get some values of 0.50 or less.
The question is: Is there any...
Hi. sorry for the delay I was doing some field work... BigH here are the pdf´s files.Escrowe, thank you for the link.
The usual prebore, recomended by some investigations done here in the mexican clay, is a circular inscribed of the 0.40 x 0.40 pile cross section. or the 80% of the cross...
Hi, again.
This is the description of the problem.
The box culvert, its buried like 5 m beneath the ground, in both sides of it there will be driving piles to 26 m below the ground level, the piles work by means of friction.
The piles are precast with a 0.40 x 0.40m cross section, and will...
Hi, this is my first post, but I have been reading a lot of threads for years, since I was studying my bachelor. (1.5 years ago). Sorry for my English. I am in Mexico City.
I work in the geotechnical area here in Mexico city , and some days ago I went to field to observe the piles´driving...
