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California Polytechnic State University, San Luis Obispo

2017

Dry-stack masonry

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In-Plane Shear Wall Performance As Affected By Compressed Earth Block Shape, Steven Ellis Ambers Mar 2017

In-Plane Shear Wall Performance As Affected By Compressed Earth Block Shape, Steven Ellis Ambers

Master's Theses

This thesis investigates the in-plane shear performance of full-scale walls made from compressed earth blocks. Compressed earth blocks are a type of masonry where the blocks are composed of compressed soil and typically dry-stacked without mortar. Prior research has demonstrated that the in-plane shear strength of these blocks falls far short of capacities predicted by conventional masonry building codes, requiring new testing to develop effective and safe designs for seismic conditions. This thesis specifically studies the effects of block type and the use of grouted shear keys at the block head joints.

Three full-scale walls were constructed and tested under …