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大岗山水电站边坡抗剪岩-洞相互作用研究 期刊论文
地下空间与工程学报, 2017, 卷号: 13, 期号: 05, 页码: 1347-1354
Authors:  邢亚子;  李连崇;  钟波波;  马克;  唐春安
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边坡稳定性  微震监测  数值模拟  安全系数  抗剪洞  
基于微震监测的地下水封石油洞库施工期围岩稳定性分析 期刊论文
岩石力学与工程学报, 2016, 卷号: 35, 期号: 07, 页码: 1353-1365
Authors:  马克;  唐春安;  梁正召;  吴疆;  徐奴文;  庄端阳
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岩石力学  地下水封石油洞库  开挖卸荷  微震监测  能量释放  
基于微震监测的地下水封石油洞库施工期围岩稳定性分析 期刊论文
岩石力学与工程学报, 2016, 卷号: 35, 期号: 7, 页码: 1353-1365
Authors:  马克;  唐春安;  梁正召;  吴疆;  徐奴文;  庄端阳
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Rock Mechanics  Water Sealed Underground Oil Storage Caverns  Excavation Disturbance  Microseismic Monitoring  Energy Release  
Microseismic energy evolution of high rock slop during excavation and after reinforcement 会议论文
2nd International Conference on Rock Dynamics and Applications (RocDyn), Suzhou, PEOPLES R CHINA, MAY 18-19, 2016
Authors:  Zhuang DY(庄端阳);  Liang ZZ(梁正召);  Tang CA(唐春安);  Ma K(马克);  Zhuang, DY (reprint author), Dalian Univ Technol, Inst Rock Instabil & Seism Res, Dalian, Liaoning, Peoples R China.
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Seismic Energy  
Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach 期刊论文
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2016, 卷号: 54, 页码: 81-91
Authors:  Ma K(马克);  Tang CA(唐春安);  Wang LX;  Tang DH;  Zhuang DY;  Zhang QB;  Zhao J;  Zhang, QB (reprint author), Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia.
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Underground Storage Caverns  Continuous-discontinuous Element Method (Cdem)  Numerical Simulation  Microseismic Monitoring  Stability Analysis  Excavation Unloading  
大型地下水封石油洞库及微震监测技术应用现状 期刊论文
油气储运, 2015, 卷号: 34, 期号: 8, 页码: 9
Authors:  庄端阳;  刘安琪;  唐春安;  马克
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地下水封洞库  微震监测  岩体裂缝  损伤程度  
2013年LNM可视化优秀作品-最大剪应力指纹图 图像集
2014
Authors:  唐春安
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远程卸压瓦斯抽放数值模拟 期刊论文
煤田地质与勘探, 2004, 期号: 4, 页码: 10-13
Authors:  唐世斌;  杨天鸿;  徐涛;  唐春安;  石必明;  余启香
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远程卸压  瓦斯抽采  F-rfpa2d系统  数值模拟  
隧道开挖方式对建筑物桩基影响的数值模拟分析 期刊论文
岩石力学与工程学报, 2003, 卷号: 22, 期号: 5, 页码: 735-741
Authors:  芮勇勤;  岳中琦;  唐春安;  杨天鸿;  陆培炎
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隧道工程  Rfpa~(2d)系统  Flac~(2d)程序  建筑物桩基  开挖方式  
砌体结构开裂过程细观损伤数值模型及其分析方法 期刊论文
建筑结构学报, 2003, 卷号: 24, 期号: 2, 页码: 64-69
Authors:  王述红;  唐春安;  朱浮声;  朱万成
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细观损伤模型  不均匀性  裂缝群开展与贯通  砌体结构开裂  数值分析