geotechnical evaluations and recommendations.

PGA $\backslash (\_\{475\}=0\mathrm{.}45\backslash$mathrm$\{$~g$\}\backslash )$

Mw may be assumed as $7\mathrm{.}0$

Don't forget to state:

a$)$ Geotechnical soil idealisation

b$)$ Geotechnical parameters of each unit $($a summary Table for geo parameters at the end of this section may be good.$)$

c$)$ Bearing capacity$/$slope stability calculations for an embankment of $10$ m in height. The road platform will be $50$ m and side slopes will be $2$h:$1$V$.$

d$)$ Make the settlement $($immediate$+$consolidation$)$ calculations for this site under the embankment load.

e$)$ Liquefaction assessment for this site using SPT data only for sandy soils assuming the fine content as $\backslash (4\backslash \%\backslash ).$

f$)$ Your engineering judgement about the necessity for ground improvement $/$ type and details of the ground improvement $($in case of need$).$

$-$ Please prepare your works as an engineering report.

$-$ Please add your input files in case you use a computer program for calculations.

$-$ Do not forget to state your engineering judgements.

$-$ Do not forget to give references for the tables, graphs, equations, methods you use.

$-$ Make any reasonable assumptions if necessary.