Mechanical Properties of the Ecological Filling Blocks of the New Composite Wall Based on the Unified Strength Theory

Abstract:

In order to make the new composite wall structure the group developed to adapt different regional natural conditions, and along with the demand of gradually in-depth study the damage characteristics of the new composite wall, need to research the mechanical properties of the wall filling materials. In this paper, the ZG-CSS Electronic Universal Testing Machine was used on the uniaxial compressive test of the three blocks(the mud billet block, the cotton stalk block, the recycled EPS lightweight concrete block), to analyze the failure characteristics of the blocks and the other mechanical properties, such as Poisson’s ratio, elastic modulus, then the full compressive stress-strain curves are given, and at last fitting the mathematical expression of the uniaxial compressive stress - strain curves. And this paper also gives the yield criterion based on the unified strength theory of the three ecological filling blocks.

• Periodical: Applied Mechanics and Materials (Volumes 727-728)
• Pages: 15-20
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.727-728.15
• Online since: January 2015
• Authors: Wei Huang, Ting Zhang*
• Keywords: Ecological Filling Blocks, Stress-Strain Curve, Uniaxial Compressive Mechanical Properties, Unified Strength Theory, Yield Criterion

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