Tag Archives | Soil Engineering

Rankine’s Theory of Passive Earth Pressure | Soil

In the passive case, the retaining wall moves toward the soil, causing compression of the soil and increasing the lat­eral earth pressure. When the soil reaches the state of plastic equilibrium, the Mohr's circle touches the Coulomb's failure envelope. Thus, in the passive case, the vertical stress is more than the horizontal stress, since both the stresses are considered as [...]

By |2018-02-16T16:51:56+00:00February 16, 2018|Rankine's Theory|Comments Off on Rankine’s Theory of Passive Earth Pressure | Soil

Poncelet’s Construction for Earth Pressure | Soil Engineering

In this article we will discuss how by using Poncelet’s  graphical solutions we can determine active and passive earth pressure. Poncelet (or Rebhan's) Construction for Active Earth Pressure: Poncelet and Rebhan have independently given graphical solutions for determination of active earth pressure. The procedure for determination of active earth pressure in Rebhan's or Poncelet graphical method (refer Fig. 15.44) is [...]

By |2018-02-16T16:51:56+00:00February 16, 2018|Active and Passive Earth Pressure|Comments Off on Poncelet’s Construction for Earth Pressure | Soil Engineering

Well Foundations: Shapes and Components | Soil Engineering

In this article we will discuss about:- 1. Introduction to Well Foundations 2. Caissons and Its Types 3. Shapes 4. Components. Introduction to Well Foundations: Well foundations are one of the types of deep foundations that provide a solid and massive foundation typically for bridges and heavy structures. Well foundations are also useful for transmission line towers, where uplift loads [...]

By |2018-02-16T16:51:56+00:00February 16, 2018|Well Foundations|Comments Off on Well Foundations: Shapes and Components | Soil Engineering
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