Bulk unit weight of dry soil is the______.
The total weight of a soil mass per unit of its total volume
The unit weight of soil is a fundamental property in geotechnical engineering. It represents the weight of the soil mass per unit of its volume. There are different types of unit weight depending on whether water is present in the soil pores.
The bulk unit weight, often denoted by $\gamma$ or $\gamma_b$, is defined as the total weight of a soil mass divided by its total volume. The total weight includes the weight of both soil solids and any water present in the pores. The total volume includes the volume of solids, water, and air voids.
Mathematically, the bulk unit weight is expressed as:
\(\gamma_b = \frac{\text{Total Weight (W)}}{\text{Total Volume (V)}}\)
The provided correct answer text, "The total weight of a soil mass per unit of its total volume", is the definition of bulk unit weight.
When soil is completely dry, there is no water present in the pores. In this specific case, the total weight of the soil mass is equal to the weight of the soil solids ($W_s$). The total volume ($V$) remains the same (volume of solids + volume of air voids). The bulk unit weight of dry soil is also known as the dry unit weight, denoted by $\gamma_d$.
For dry soil:
Thus, the bulk unit weight of dry soil (which is the dry unit weight) is:
\(\gamma_d = \frac{\text{Weight of Solids (W_s)}}{\text{Total Volume (V)}}\)
While the definition "The total weight of a soil mass per unit of its total volume" (Option 1 text) is the general definition of bulk unit weight, when applied to dry soil, the 'Total Weight' is equal to the 'Weight of Solids'. Therefore, this definition implicitly covers the case of dry soil, although Option 3 ("Weight of solids per unit of its total volume of the soil mass") is a more specific definition for the dry unit weight itself.
Based on the provided correct answer text, the solution focuses on the general definition of bulk unit weight as applicable to dry soil, where total weight becomes weight of solids.
A soil sample with specific gravity of solids 2.70 has a mass specific gravity of 1.84. Assuming soil to be perfectly dry, the void ratio of soil will be
If the given soil sample is having volume of voids equal to the volume of solids, then the values of void ratio and porosity are__________ respectively.
The given soil sample is having porosity value of 30% and degree of saturation 78%, then the percentage air voids is _____.
Volume of voids to total volume of soil expressed in percentage is called:
As per the Indian standards the standard temperature for reporting specific gravity is ________.