[1] |
赵延林,吴启红,王卫军,等. 基于突变理论的采空区重叠顶板稳定性强度折减法及应用[J]. 岩石力学与工程学报,2010,29(7):1 424-1 434.(ZHAO Yanlin,WU Qihong,WANG Weijun,et al. Strength reduction method to study stability of goaf overlapping roof based on catastrophe theory[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(7):1 424-1 434.(in Chinese))
|
[2] |
张鲁渝,郑颖人,赵尚毅,等. 有限元强度折减系数法计算土坡稳定安全系数的精度研究[J]. 水利学报,2003,34(1):21-27.(ZHANG Luyu,ZHENG Yingren,ZHAO Shangyi,et al. The feasibility study of strength-reduction method with FEM for calculating safety factors of soil slope stability[J]. Journal of Hydraulic Engineering,2003,34(1):21-27.(in Chinese))
|
[3] |
杨有成,李 群,陈新泽,等. 对强度折减法若干问题的讨论[J]. 岩土力学,2008,29(4):1 103-1 106.(YANG Youcheng,LI Qun,CHEN Xinze,et al. Discussion on strength reduction using FLAC[J]. Rock and Soil Mechanics,2008,29(4):1 103-1 106.(in Chinese))
|
[4] |
何忠明,彭振斌,曹 平,等. 双层空区开挖顶板稳定性的FLAC3D数值分析[J]. 中南大学学报:自然科学版,2009,40(4):1 066-1 071. (HE Zhongming,PENG Zhenbin,CAO Ping,et al. Numerical Analysis for roof stability of double gob area after excavation by FLAC3D[J]. Journal of Central South University:Science and Technology,2009,40(4):1 066-1 071.(in Chinese))
|
[5] |
张敏思,朱万成,侯召松,等. 空区顶板安全厚度和临界跨度确定的数值模拟[J]. 采矿与安全工程学报,2012,29(4):543-548. (ZHANG Minsi,Zhu Wancheng,HOU Zhaosong,et al. Numerical simulation for determining the safe roof thickness and critical goaf span[J]. Chinese Journal of Underground Space and Engineering,2012,29(4):543-548.(in Chinese))
|
[6] |
李兴高,高延法. 采场底板岩层破坏与损伤分析[J]. 岩石力学与工程学报,2003,22(1):35-39.(LI Xinggao,GAO Yanfa. Damage analysis of floor strata[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(1):35-39.(in Chinese))
|
[7] |
陶干强,孙 冰,宋丽霞,等. 充填法采场结构参数优化设计[J]. 采矿与安全工程学报,2009,26(4):460-464.(TAO Ganqiang,SUN Bing,SONG Lixia,et al. Optimal design of stope structural parameters using back-filling method[J]. Chinese Journal of Underground Space and Engineering,2009,26(4):460-464.(in Chinese))
|
[8] |
HUANG X W,XIAN B,et al. Study of slope reinforcement force based on FLAC[J]. Journal of China University of Mining and Technology,2006,16(2):123-127.
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