Generalized Terzaghi’s Effective Stress Equation for Unsaturated Soil: An Independent Phase Balance Approach That Considers a Pore Water Content Gradient

<div>Dynamic change in the pore water content in the 0-400 cm soil profile of a typical site under natural rainfall conditions during various periods from June to November 2002, from Chen et al. [<a href="/journals/geofluids/2022/3971247/#B34">34</a>].</div>

Geofluids

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Figure 1: Generalized Terzaghi’s Effective Stress Equation for Unsaturated Soil: An Independent Phase Balance Approach That Considers a Pore Water Content Gradient 

Figure 1 | Generalized Terzaghi’s Effective Stress Equation for Unsaturated Soil: An Independent Phase Balance Approach That Considers a Pore Water Content Gradient 