: This is the most fundamental concept in geotechnical engineering. It states that the total stress ( ) on a soil mass is the sum of the effective stress ( ) and pore water pressure ( σ=σ′+usigma equals sigma prime plus u

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: The Unified Soil Classification System (USCS) and AASHTO are standard methods used to categorize soils based on their grain size and plasticity. 3. Engineering Applications

Effective stress, rather than total stress, is what governs soil strength, settlement, and deformation.

: These include particle size distribution (sieve analysis) and Atterberg limits (liquid limit and plastic limit), which describe the plasticity and consistency of fine-grained soils.

: This process involves the gradual expulsion of water from soil pores under load, leading to volume reduction over time. Understanding this is vital for predicting how much a building will sink. 2. Soil Properties and Classification

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