<p>The liquefaction phenomenon is usually accompanied by a large amount of settlement. Based on the observations made in past earthquakes, ground improvement by densification is one of the most useful approaches to reduce the liquefaction-induced settlement. ...

<p>This paper investigates experimentally the effectiveness of a new seismic design philosophy, in which soil failure is &ldquo;utilized&rdquo; to protect the superstructure. A physical model of a simple bridge pier is used as an example. Two alternatives ...

<p>When designing structures that will impose a significant load over a large area, such as buildings, tanks, walls, slopes or embankments, geotechnical engineers must address the following situations, especially when dealing with weak foundation soils: bearing ...

A frost protected shallow foundation (FPSF) is a practical alternative to a deeper, more-costly foundation in cold regions with seasonal ground freezing and the potential for frost heave. The International Residential Code® (IRC) includes prescriptive methods ...

<p>This paper discusses the micropile classification, design concept, problems associated with the common installation methods, construction control and performance of theis piling system. Micropiles can be designed as soil frictional piles and rock socketed ...

A strict upper bound solution to limit loads on strip footings over two-layer clay foundation soil is presented. Two mechanisms of failure are considered: one with a continually deforming field, and a rigid-block mechanism. The multi-block mechanism was found ...

<p>This document is FHWA&rsquo;s primary reference of recommended design and procurement procedures for shallow foundations. The Circular presents state-of-the-practice guidance on the design of shallow foundation support of highway bridges. The information ...

The theory of Zero Extension Lines (ZEL), based on the solution of soil plasticity equations along ZEL directions, has wide applications in determination of the bearing capacity and load–displacement behavior of foundations and retaining walls. It is known ...

It is suggested that the behavior of a small or large diameter footing as well as a pile toe is governed by compression of the soil below the footing or pile toe and not by bearing capacity.

Limit loads on footings (bearing capacity) can be conveniently analyzed using the kinematic approach of limit analysis. Nonsymmetrical loads on strip footings include the horizontal component of the load and the moment. They can be also represented as load ...