মঙ্গলবার, ২১ ফেব্রুয়ারি, ২০১২

Geotechnical Solve Problem

γd, n, S and Ww. .3.
*Exploration–03. Correcting the SPT for depth and sampling method.
*Exploration–04. Three methods used for SPT depth corrections.
*Exploration–05. SPT corrections under a mat foundation. .
*Exploration–06. The Shear Vane Test determines the in-situ cohesion.
*Exploration–07. Reading a soil boring log.
*Exploration–08: Using a boring log to predict soil engineering parameters.
**Exploration–09. Find the shear strength of a soil from the CPT Report. .
Chapter 2 Phase Relations of Soil.
Symbols for Phase Relations of soils .
Basic Concepts and Formulas for the Phases of Soils
*Phases of soils-01: Convert from metric units to SI and US units.
*Phases of soils–02: Compaction checked via the voids ratio. .
*Phases of soils–03: Value of the moisture when fully saturated. .
*Phases of soils–04: Finding the wrong data. .
*Phases of soils–05: Increasing the saturation of a soil. .
*Phases of soils–06: Find
*Phases of soils–07: Use the block diagram to find the degree of saturation. .
*Phases of soils–08: Same as Prob-07 but setting the total volume V=1 m
*Phases of soils–09: Same as Problem #5 with a block diagram.
*Phases of soils–10: Block diagram for a saturated soil.
*Phases of soils–11: Find the weight of water needed for saturation. .
*Phases of soils–12: Identify the wrong piece of data.
*Phases of soils–13: The apparent cheapest soil is not!
*Phases of soils–14: Number of truck loads. .
*Phases of soils–15: How many truck loads are needed for a project?
*Phases of soils–16: Choose the cheapest fill supplier.

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