Homework $\backslash$#$6$

Given the anchored sheet$-$pile wall and soil conditions, has the wall been properly designed? Assume sufficient passive resistance is available for each anchor panel $($i$.$e$.,$ insufficient anchorage or any type of failure of the anchor is not a possible mode of failure$).$ Show all your work and clearly state all your assumptions. If there is information not given, feel free to use engineering judgement to assume it$!$ Note: the drained shear strength parameters given in the table were performed for the Beaumont Clay in the "section along length of bulkhead" in the figure below. Homework $\backslash$#$6$

Given the anchored sheet$-$pile wall and soil conditions, has the wall been properly designed? Assume sufficient passive resistance is available for each anchor panel $($i$.$e$.,$ insufficient anchorage or any type of failure of the anchor is not a possible mode of failure$).$ Show all your work and clearly state all your assumptions. If there is information not given, feel free to use engineering judgement to assume it$!$ Note: the drained shear strength parameters given in the table were performed for the Beaumont Clay in the "section along length of bulkhead" in the figure below. Drained Shear Strength Parameters

$\backslash$begin$\{$tabular$\}\{$c$|$c$|$c$\}$

$\backslash$hline $\backslash$begin$\{$tabular$\}\{$c$\}$

Type of test $\backslash \backslash$

$(1)$

$\backslash$end$\{$tabular$\}$ & $\backslash$begin$\{$tabular$\}\{$c$\}$

$\backslash (\backslash$bar$\{\backslash$phi$\}\backslash ),$ in degrees $\backslash \backslash$

$(2)$

$\backslash$end$\{$tabular$\}$ & $\backslash$begin$\{$tabular$\}\{$c$\}$

$\backslash (\backslash$bar$\{$c$\}\backslash ),$ in pounds $\backslash \backslash$

per square inch $\backslash \backslash$

$(3)$

$\backslash$end$\{$tabular$\}\backslash \backslash$

$\backslash$hline Drained direct shear & & $\backslash \backslash$

$($peak strengths$)$ & $13\mathrm{.}0$ & $3\mathrm{.}6\backslash \backslash$

Drained direct shear & $8\mathrm{.}0$ & $1\mathrm{.}0\backslash \backslash$

$\backslash$hline

$\backslash$end$\{$tabular$\}$

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