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Hi everyone. Does anyone know about a good commercial software that calculates bearing capacity on inclined surfaces?

Hi, Any recommendations on a reliable slope stability software with a good service provider? I have been using SLIDE for more than 10 years. It happens that I lost my USB key and they want to charge me 80% the cost of the new license for the key replacement. Unbelievable! I know SLOPEW is...

I am concerned about the lateral displacement of the bullet tank shown in attached cross section under an earthquake. It looks like tank will be still buried,though marginally, in order to have a lateral displacement lower than one inch. Your input is appreciated.

I am concern about the lateral displacement of this bullet tank under an earthquake. I looks like tank will be still buried,though marginally, in order to have a lateral displacement lower than one inch. Your input is appreciated.

I am pretty sure you will get much higher than 5 psi if the unconfined strength is 5 tsf

Thanks McCoy. At the end, it's a communication monopole what we are dealing with. Required wind loads in my jurisdiction govern required shaft length in design. Working load plus weight of shaft is about 0.4 the ultimate skin friction. Therefore end bearing will not be mobilized at all and...

Or settlement may be computed by only using the Reese and Oneill correlation?

I am having a very deep subsoil profile consisting mainly of soft clay with cohesion of about 250 psf increasing with depth to about 750 to 1000 psf. My question is, If the tip is left resting at this clay, should the difference in weight between excavated material and the concrete be...