I'mProblem No$.1$

a$)$ What are the Unified Soil Classifications of the soils in Table $4\mathrm{.}3?$ You can assume that more than $50\%$ of each soil passes the No$.200$ sieve and that the soil is not organic. Note that in Table $4\mathrm{.}3,w_l$ and $w_p$ are the liquid limit and plastic limit$,$ respectively. $w_o$ is the natural moisture content, and $CF$ is the clay fraction.

b$)$ Compute the values of dry unit weight and saturated unit weight for the soils in Table $4\mathrm{.}3$ and show these values in a table with the names of the soils and the quantities required in the calculations. Assume that the soils are saturated in their natural state, and that the specific gravity of solids is $2\mathrm{.}7.$

a$)$ What are the Unified Soil Classifications of the soils in Table $4\mathrm{.}3?$ You can assume that more than $50\%$ of each soil passes the No$.200$ sieve and that the soil is not organic. Note that in Table $4\mathrm{.}3,w_l$ and $w_p$ are the liquid limit and plastic limit$,$ respectively. $w_0$ is the natural moisture content, and CF is the clay fraction.

b$)$ Compute the values of dry unit weight and saturated unit weight for the soils in Table $4\mathrm{.}3$ and show these values in a table with the names of the soils and the quantities required in the calculations. Assume that the soils are saturated in their natural state, and that the specific gravity of solids is $2\mathrm{.}7.$

Table $4\mathrm{.}3$ Index Properties of Soft Clays

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Table $4\mathrm{.}3$ Index Properties of Sof Clays

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a$)$ What are the Unified Soil Classifications of the soils in Table $4\mathrm{.}3?$ You can assume that more than $50\%$ of each soil passes the No$.200$ sieve and that the soil is not organic. Note that in Table $4\mathrm{.}3,w_7$ and $w_p$ are the liquid limit and plastic limit$,$ respectively. $w_0$ is the natural moisture content, and CF is the elay fraction.

b$)$ Compute the values of dry unit weight and saturated unit weight for the soils in Table $4\mathrm{.}3$ and show these values in a table with the names of the soils and the quantities required in the calculations. Assume that the soils are saturated in their natural state, and that the specific gravity of solids is $2\mathrm{.}7.$

Table $4\mathrm{.}3$ Index Properties of Sof Clays

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