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Relative density of sand numerical

Short answer

Using Dr=40%, e0=0.93, present dry unit weight=13.47 kN/m³. After densifying to 60%, thickness reduces by 0.249 m, new dry unit weight=14.69 kN/m³ and saturated unit weight=18.95 kN/m³.

A relative density test conducted on a sandy soil obtained the following results: maximum void ratio = 1.25, minimum void ratio = 0.45, relative density = 40% and G = 2.65. Find the dry density of the soil in the present state. If a 3 m thickness of this stratum is densified to a relative density of 60%, how much will the soil reduce in thickness? What will be the new density in dry and saturated conditions?

Given

emax=1.25e_{max} = 1.25, emin=0.45e_{min} = 0.45, Dr=40%D_r = 40\%, G=2.65G = 2.65, H=3H = 3 m, γw=9.81\gamma_w = 9.81 kN/m³.

1. Present state

Dr=emax−eemax−emin⇒e0=1.25−0.40(0.80)=0.93D_r = \frac{e_{max} - e}{e_{max} - e_{min}} \Rightarrow e_0 = 1.25 - 0.40(0.80) = 0.93 γd=Gγw1+e0=2.65×9.811.93=13.47 kN/m3 (ρd≈1373 kg/m3)\gamma_d = \frac{G\gamma_w}{1+e_0} = \frac{2.65 \times 9.81}{1.93} = 13.47\ \text{kN/m}^3\ (\rho_d \approx 1373\ \text{kg/m}^3)

2. After densifying to Dr=60%D_r = 60\%

e1=1.25−0.60(0.80)=0.77e_1 = 1.25 - 0.60(0.80) = 0.77

Reduction in thickness (volume of solids constant, area constant):

ΔHH=e0−e11+e0⇒ΔH=3×0.93−0.771.93=0.249 m\frac{\Delta H}{H} = \frac{e_0 - e_1}{1+e_0} \Rightarrow \Delta H = 3 \times \frac{0.93 - 0.77}{1.93} = 0.249\ \text{m}

New thickness =3−0.249=2.751= 3 - 0.249 = 2.751 m.

3. New unit weights

γd=2.65×9.811.77=14.69 kN/m3\gamma_d = \frac{2.65 \times 9.81}{1.77} = 14.69\ \text{kN/m}^3 γsat=(G+e1)γw1+e1=(2.65+0.77)×9.811.77=18.95 kN/m3\gamma_{sat} = \frac{(G+e_1)\gamma_w}{1+e_1} = \frac{(2.65+0.77) \times 9.81}{1.77} = 18.95\ \text{kN/m}^3
ItemValue
Present ee0.93
Present γd\gamma_d13.47 kN/m³
Reduction in thickness0.249 m (about 249 mm)
New γd\gamma_d14.69 kN/m³
New γsat\gamma_{sat}18.95 kN/m³

Answer: present γd=13.47\gamma_d = 13.47 kN/m³; thickness reduces by 0.249 m; new γd=14.69\gamma_d = 14.69 kN/m³ and γsat=18.95\gamma_{sat} = 18.95 kN/m³.

✓ Answer checked by Claude Opus 5.5 (high effort)

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