14 Questions 24 Answers 0 Followers
Questions related from Ahmed Hussein Olat
Dear Researchers, As shown in the figure there are two strip footing, the short one that has already been constructed and the long one for the same structure. The question is, Is there some...
01 January 2019 1,952 3 View
Where can I obtain typical train moving loads to conduct an analysis in Plaxis 2D 2018.? The load is applied as a dynamic input right? Thank you.
11 November 2018 5,103 3 View
The weak soil properties has a shear wave velocity less than/equal to 300 m/s and low SPT N values among other characteristics of soils. How will you determine the properties of the treated soil...
07 July 2018 4,976 2 View
I have driven piles designed for a building but the piles are not the common bored piles? can I use the Embedded beam row?
03 March 2018 676 1 View
While doing liquefaction analysis, what is the correct water boundaries during the analysis? -seepage -outflow?
03 March 2018 4,262 9 View
Dear Researchers, I want to model a pile and perform Non-linear analysis in Sap2000. My idea is giving the pile a certain displacement from an earthquake data and analysing the pile in...
02 February 2018 6,305 4 View
I want to use the FLAC program to analize an existing bored pile example. I want to study it for a month to come to a capacity of modelling a bored pile with pre stressed anchors. Any assistance...
01 January 2018 7,104 6 View
Hey guys, I want to do a dynamic analysis of a building in plaxis. I have questions as follows; 1. Which soil model to use?Mohr-coulomb or hardening soil model?or HsSmall? 2-a. I can enter the...
12 December 2017 9,535 2 View
I want to acquire an earthquake data of M=7.5 and a=0.4g but I do not know exactly how to input the parameters in the peer ground motion database so that I can get the data with the given...
12 December 2017 8,807 2 View
In plaxis when doing dynamic analysis or liquefaction it is advised to do analysis in 1. Ko , initial phase 2. phase 1 with DIFFERENT SOIL characteristics and Phase 3 the dynamaic analysis with...
12 December 2017 1,785 4 View
I am doing a liquefaction analysis in plaxis and I am always getting the Ru value as zero? What could be the reason?
12 December 2017 7,131 4 View
Construct an appropriate p y curve for Cohesive soils and cohessionless soils and both cohesive-cohensionless soil.?
10 October 2017 10,040 3 View
The question is self explanatory
09 September 2017 10,042 0 View
We are all familiar in calculating the lateral earth pressures in soils. What about the earth pressures from rocks? I couldnt find anything solid in the literature.
01 January 1970 4,022 3 View
