Title: Test and research on mechanical characteristics of geotechnical filling engineering based on inclined soft ground

Authors: Jing Wei; Xinfa Zeng

Addresses: College of Electrical Engineering, Liaoning University of Technology, Jinzhou, Liaoning 121001, China; College of Construction Management, Jiangsu Vocational Institute of Architectural Technology, Xu Zhou, 221116, China ' College of Civil Engineering, Hunan City University, Yiyang Hunan, 413000, China

Abstract: In order to improve the analysis accuracy of the mechanical properties of soil filling in inclined soft soil foundation, the experimental research method of engineering mechanical properties of rock and soil filler based on inclined soft soil foundation was put forward. CEO-SLOPE software is used to simulate the deformation and stress of foundation and embankment in the process of rock-soil filling. The mechanical properties of bedrock and filling engineering in inclined soft soil are obtained. From the test results, it can be seen that the filling load will compacted the soil of the inclined soft foundation, leading to deformation phenomena such as expansion and sloshing at the foot of the slope.

Keywords: inclined soft ground; geotechnical filling engineering; mechanics; characteristic test.

DOI: 10.1504/IJESMS.2021.114993

International Journal of Engineering Systems Modelling and Simulation, 2021 Vol.12 No.1, pp.72 - 80

Received: 22 Jan 2020
Accepted: 10 Oct 2020
Published online: 13 May 2021 *

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