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非线性硬化与非线性软化的巷、隧道围岩塑性分析 被引量:13
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作者 潘岳 王志强 吴敏应 《岩土力学》 EI CAS CSCD 北大核心 2006年第7期1038-1042,共5页
在符合岩体实际的弹性、应变非线性硬化和具拐点的非线性软化的三段式光滑连接应力-应变关系条件下,求得静水压力下圆形巷、隧道围岩塑性硬化区和软化区的应力分布表达式。证明了所求得的巷道围岩径向和切向应力曲线在硬化区半径r=Rs和... 在符合岩体实际的弹性、应变非线性硬化和具拐点的非线性软化的三段式光滑连接应力-应变关系条件下,求得静水压力下圆形巷、隧道围岩塑性硬化区和软化区的应力分布表达式。证明了所求得的巷道围岩径向和切向应力曲线在硬化区半径r=Rs和软化区半径r=R处均光滑连接,特别是所求得的切向应力σθpo-r a曲线没有尖峰向上的应力集中,此结果与日本学者久武胜保的试验结果一致。指出基于理想弹、塑性本构模型的Kastener解有明显缺陷,其σθ-r曲线尖峰向上的应力集中与实际不符。 展开更多
关键词 非线性硬化 非线性软化 巷、隧道 应力分布规律
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Abandoned coal mine tunnels: Future heating/power supply centers 被引量:4
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作者 Luo Pingjia Chen Ning 《Mining Science and Technology》 EI CAS 2011年第5期637-640,共4页
We have studied three plans for re-use of the abandoned mine roadway tunnels as an energy center. These are the thermostat plan, the thermal accumulator plan, and the CAES plan. Calculations show that the thermostat p... We have studied three plans for re-use of the abandoned mine roadway tunnels as an energy center. These are the thermostat plan, the thermal accumulator plan, and the CAES plan. Calculations show that the thermostat plan can provide over 15,000 m2 of building air-conditioning/heating load for each kilo- meter of roadway, but electric power is needed to run the system. Numerical research proved that the accumulation of hot water in the roadway for seasonal heating purposes (a temperature swing from 90 to 54 ℃) is a viable possibility. The CAES plan proposes using the discarded coal mine tunnel as a pea ing power station with an energy storage density over 7000 kj/m3. It can be concluded that presently abandoned coal mines could be reformed into future energy centers for a city. 展开更多
关键词 Mining reclamationEnergy storageHVAC CAES
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Optimization of construction scheme and supporting technology for HJS soft rock tunnel 被引量:8
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作者 Wang Shuren Li Chunliu +1 位作者 Liu Zhaowei Fang Junbo 《International Journal of Mining Science and Technology》 SCIE EI 2014年第6期847-852,共6页
For a soft rock tunnel under high stress in jointed and swell soft rock (HJS), two construction schemes pilot-tunneling enlarging excavation and step-by-step excavation were optimized using FLAC20, and the deformati... For a soft rock tunnel under high stress in jointed and swell soft rock (HJS), two construction schemes pilot-tunneling enlarging excavation and step-by-step excavation were optimized using FLAC20, and the deformation effects of the two construction schemes were verified by field tests. Based on engineer- ing geological investigation and mechanical analysis of large deformations, the complex deformation mechanisms of stress expansion and structural deformation of the soft rock tunnel were confirmed, and support countermeasures from the complex deformation mechanism converted to a single type were proposed, and the support parameters were optimized by field tests. These technologies were proved by engineering practice, which produced significant technical and economic benefits. 展开更多
关键词 Soft rock tunnel High stress Deformation mechanism Support parameters Optimization
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