不连续性分类
喷射混凝土
块(置换群论)
跨度(工程)
地质学
理论(学习稳定性)
岩土工程
繁荣
结构工程
工程类
床上用品
采矿工程
计算机科学
几何学
数学分析
海洋学
数学
机器学习
园艺
生物
作者
F. M. Weir,J. W. Watton
标识
DOI:10.56952/arma-dfne-22-0004
摘要
Abstract The city of Sydney (Australia) is currently undergoing a major infrastructure construction boom, with numerous rail and road tunnels currently under construction. This paper presents DFN modelling undertaken as part of the tunnel design process for a major road tunnel system in western Sydney. The primary discontinuities controlling block formation are expected to be joints, bedding planes and seams / bedding plane shears, which were included in the DFN model. This paper presents the necessary input parameters for the modelling and derivation of these parameters, along with the model generation process. Multiple realizations of the model were generated, with a stability analysis carried out on each. Given the complicated geometry of the tunnels in the project two representative 100 m lengths of tunnel geometries were analyzed; a wide span cavern (striking 020°) and a mined tunnel (striking 125°). The stability analyses were used to develop the unstable block volume distribution and identify the maximum likely block volume for the crown and sidewalls of the cavern. In addition, the block results were filtered relative to the proposed pattern rock bolting to assist designers with considering shotcrete loads.
科研通智能强力驱动
Strongly Powered by AbleSci AI