Step 1
The first thing to do is to determine the desired poles.
The natural frequency can be computed using $\omega =\frac{4}{\zeta T_s}$. This is a rule-of-thumb calculation for underdamped systems. The system here is slightly overdamped and is nonlinear as well. If the desired settling time is not obtained in the end, we have to come back and increase the constant 4 slightly. The design procedure is typically iterative. So we start with $\omega =9.80392$
Then the characteristic equation can be computed as $s^2+2 \zeta s \omega +\omega ^2$, which after substituting values gives $s^2+20 s+96.1169$ and has roots $-11.9706$ and $-8.02944$
Step 2
Put the system in a linear from $$\dot{x}=\text{A}.x+\text{B}.v$$ where $$x=\left(
\begin{array}{cc}
x_1 & x_2 \\
\end{array}
\right)^T \ \ \ v=u+\frac{x_1^5}{6}$$
$$A=\left(
\begin{array}{cc}
0 & 1 \\
-1 & -1 \\
\end{array}
\right) \ \ \ \ \ B=\left(
\begin{array}{c}
0 \\
1 \\
\end{array}
\right)$$
Step 3
Do the pole-placement design which gives $v=-k.x$ using Ackerman's formula.
$$k=\left(
\begin{array}{cc}
0 & 1 \\
\end{array}
\right).
\left(
\begin{array}{cc}
\text{B} & \text{A}.\text{B} \\
\end{array}
\right)^{-1}.
(\text{A}^2+20 \text{A}+96.1169I)$$
Substituting values, we get
$$k=\left(
\begin{array}{cc}
95.1169 & 19 \\
\end{array}
\right)$$
Step 4
Do the back transformation to get the value for $u$.
$$u+\frac{x_1^5}{6}=-95.1169 x_1-19 x_2$$
$$u=-95.1169 x_1-19 x_2-\frac{x_1^5}{6}$$
Step 5
Verification. We have to see if the design has met the requirements. (These simulations were done in Mathematica. The above calculations could also have been done there. I went through them manually above to explain things.) From the plot we see that the settling time constraint has been satisfied.
