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RESEARCH ON 3D GEOMECHANICS MODEL TEST FOR A LARGE-SCALE OFFSPUR TUNNEL PROJECT

机译:大型越野隧道项目的3D地质力学模型试验研究

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摘要

Geomechanics model test has some distinctive advantages in simulating changing laws of stress and strain of rockmass as well as failure mechanism of surrounding rockmass of tunnel. In order to systematically study mechanics deformation properties of a large-scale offspur tunnel under excavation state, we design and manufacture a large scale 3D model test rack installation with hydraulic equipment. The test rack is 3.7 meters long, 2.2 meters wide and 4 meters high, which is the largest 3D geomechanics model test rack in present Chinese communication trades. The new-type similar material of model is a kind of cementitious composite which is mixed with iron ore powder, blanc fix, quartz sand, rosin, industrial alcohol and gypsum powder. 3D geomechanics model test for a large-scale offspur tunnel is carried out by utilizing the test installation and the similar material. The original design and construction of the offspur tunnel has been effectively optimized by results from model test.
机译:地质力学模型试验在模拟岩体应力,应变变化规律以及隧道围岩破坏机理方面具有明显的优势。为了系统地研究大型开挖隧道在开挖状态下的力学变形特性,我们设计并制造了带有液压设备的大型3D模型试验机架装置。该测试架长3.7米,宽2.2米,高4米,是目前中国通信行业中最大的3D地质力学模型测试架。新型的模型相似材料是一种水泥质复合材料,是与铁矿石粉,白坯粉,石英砂,松香,工业酒精和石膏粉混合而成的。利用测试装置和类似材料,对大型支脚隧道进行了3D地质力学模型测试。模型测试结果有效地优化了尖峰隧道的原始设计和施工。

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