Determination of shear strength parameters and stability analysis of waste disposal area using laboratory large-scale shear testing and engineering geologic analogy method

Abstract

The engineering geological classification method has been widely used for determining the shear strength parameters of waste disposal areas in engineering practice; however the calculation error is large.It is necessary to use various methods to comprehensively estiamte the shear strength parameters of the spoil field. Taking a road waste slag yard as an example, the particle size distribution of the slag in the waste disposal area is determined by laboratory particle grading testing, and on this basis, the shear strength of the waste slag is comprehensively determined by indoor large-scale shear testing and engineering geological analogy method parameters.The shear strength is used to perform the stability analysis of the slag body. The results show that the factor of safety of the slag body is 1.369 under natural working conditions and 1.083 under heavy rain conditions, respectively. Additionally, the monitoring results are consistent with the stability analysis, proving that the determination of the shear strength parameter of the slag is reasonable and accurate, and it can provide a reference for the parameter value of the highway waste disposal engineering.

Keywords

• waste disposal area
• laboratory shear testing
• engineering geologic analogy method
• shear strength parameter
• stability