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Phase-Diagram-Of-Soil

Sandy soil in borrow pit has unit weights of solids as `25.8 (KN)/M^3`, water content equal to `11%` and bulk unit weight equal to `16.4 (KN)/M^3`. How many cubic meter of compacted fill could be constructed of `3500 M^3` of sand excavated from borrow pit, if required value of porosity in compacted fill is `30%`. Also calculate change in degree of saturation. [2072 Ashwin][8]

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Introduction

This is the detailed course containing all past IOE exam solution chapterwise plus important theory..

Index properties of soil

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Phase Diagram Of Soil

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Soil Indentification and Classification

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Soil Structure and Clay Minerals

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Soil Compaction

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Principle of Effective Stress, Capillarity, and Permeability

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Seepage through Soils

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Vertical Stress below Applied Load

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Compressibility of Soils

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Shear Strength of Soil

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Stability of Slopes

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Similar Question

This Chapter Phase-Diagram-Of-Soil consists of the following topics

A project engineer receives a laboratory report with tests performed on the central material testing laboratory,IOE,Pulchowk. The engineer suspects that one of the measurement is in error. Are the engineers suspicions correct? If so, which of these values is wrong and what should be it's correct value? `gamma`=unit weight of sample`=18.4 (KN)/M^3` `gamma_s`=unit weight of solid`=26.1 (KN)/M^3` `w`=water content`=40%` `e`=void ratio`=1.12` `S`=degree of saturation`=95%`

Sandy soil in borrow pit has unit weights of solids as `25.8 (KN)/M^3`, water content equal to `11%` and bulk unit weight equal to `16.4 (KN)/M^3`. How many cubic meter of compacted fill could be constructed of `3500 M^3` of sand excavated from borrow pit, if required value of porosity in compacted fill is `30%`. Also calculate change in degree of saturation.

An embankment of `1,00,000 m^3` volume has to be constructed by compacting the soil brought from excavation site. After compaction, dry unit weight of compacted soil (embankment) will be `16(KN)/M^3`. Also, bulk unit weight and water content of the soil at the excavation site are `12 (KN)/M^3` and `15%` respectively. Find the volume and weight of soil to be excavated from the excavation site. Take specific gravity of soil solid as `2.70`.

Sandy soil in the borrow pit has unit weights of solids as `25.8 (KN)/M^3`

water content equal to `11%` and bulk unit weight equal to `16.4 (KN)/M^3`. How many cubic meter of compacted fill could be constructed of `3500 M^3` of sand excavated from the borrow pit

if required value of porosity in the compacted fill is `30%`. Also calculate the change in degree of saturation.

Phase Diagram Of Soil

Soil-Mechanics-