分享
[1]张成斌张亚琴胡谋鹏杨松涛.大断面地下水封石油洞库储油洞室稳定性模拟[J].油气储运,2019,38(07):827-833.[doi:10.6047/j.issn.1000-8241.2019.07.018]
 ZHANG Chengbin,ZHANG Yaqin,HU Moupeng,et al.Stability simulation on the oil storage caverns of large-section underground water-sealed oil storages[J].Oil & Gas Storage and Transportation,2019,38(07):827-833.[doi:10.6047/j.issn.1000-8241.2019.07.018]
点击复制

大断面地下水封石油洞库储油洞室稳定性模拟

参考文献/References:

[1] 黄润秋,黄达,段绍辉,等. 锦屏 I 级水电站地下厂房施工期围岩 变形开裂特征及地质力学机制研究[J]. 岩石力学与工程学报, 2011,30(1):23-35. HUANG R Q,HUANG D,DUAN S H,et al. Geomechanics mechanism and characteristics of surrounding rock mass deformation failure in construction phase for underground powerhouse of Jinping I hydropower station[J]. ChineseJournal of Rock Mechanics and Engineering,2011,30(1): 23-35.
[2] 魏进兵,邓建辉,王俤剀,等. 锦屏一级水电站地下厂房围岩 变形与破坏特征分析[J]. 岩石力学与工程学报,2010,29(6): 1198-1205. WEI J B,DENG J H,WANG D K,et al. Characterization of deformation and fracture for rock mass in underground powerhouse of Jinping I hydropower station[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(6):1198-1205.
[3] 卢波,王继敏,丁秀丽,等. 锦屏一级水电站地下厂房围岩开 裂变形机制研究[J]. 岩石力学与工程学报,2010,29(12): 2429-2441. LU B,WANG J M,DING X L,et al. Study of deformation and cracking mechanism of surrounding rock of Jinping I underground powerhouse[J]. Chinese Journal of Rock mechanics and Engineering,2010,29(12):2429-2441.
[4] 胡谋鹏,梁久正. 地下水封石油储备库洞室间距及数值分析[J]. 石油工程建设,2013,39(3):17-20. HU M P,LIANG J Z. Numerical and distance analysis of underground water-sealed oil storage in rock cavern[J]. Petroleum Engineering Construction,2013,39(3):17-20.
[5] 胡谋鹏,梁久正,许杰. 地下水封储油库围岩稳定性数值分 析[J]. 油气储运,2013,32(4)):370-375. HU M P,LIANG J Z,XU J. Numerical analysis on the stability of surrounding rock for underground water-sealing oil storage in rock caverns[J]. Oil & Gas Storage and Transportation, 2013,32(4):370-375.
[6] 胡谋鹏,陈雪见,梁久正,等. 地下水封储油库围岩间距的 FLAC3D 数值分析[J]. 油气储运,2015,34(9):1005-1008. HU M P,CHEN X J,LIANG J Z,et al. Numerical analysis on the surrounding rock spacing of underground water-sealed oil storage based on FlAC3D[J]. Oil & Gas Storage and Transportation,2015,34(9):1005-1008.
[7] EVERT H,PAUL M. Predicting tunnel squeezing problems in weak heterogeneous rock masses(Part 1)[J]. Tunnels and Tunnelling International,2000,32(11):1-5.
[8] 王章琼,晏鄂川,季惠斌,等. 黄岛地下水封油库地应力场及地 质构造作用分析[J]. 工程地质学报,2016,24(1):136-141. WANG Z Q,YAN E C,JI H B,et al. In-situ stress field and geological tectonic analysis at Huangdao water-sealed oil cavern site[J]. Journal of Engineering Geology,2016,24(1):136-141.
[9] 马耀川,潘真. 地下水封石油洞库埋深优化方法[J]. 油气储运, 2013,32(5):521-525. MA Y C,PAN Z. Method to optimize the buried depth of underground water-sealing oil storage in rock caverns[J]. Oil & Gas Storage and Transportation,2013,32(5):521-525.
[10] 陈育民. FLAC/FLAC3D 基础与工程实例[M]. 北京:中国水 利水电出版社,2008:28-97. CHEN Y M. FLAC/FLAC3D foundation and engineering examples[M]. Beijing:China Water & Power Press,2008:28-97.
[11] 陈祖煜. 岩质边坡稳定分析-原理、方法、程序[M]. 北京:中国 水利水电出版社,2005:201-243. CHEN Z Y. Rock slope stability analysis:principle,method and program[M]. Beijing:China Water & Power Press,2005:201-243.
[12] 李树忱,李术才,徐帮树. 隧道围岩稳定分析的最小安全系数 法[J]. 岩土力学,2007,28(3):549-554. LI S C,LI S C,XU B S. Minimum safety factor method for stability analysis of surrounding rockmass of tunnel[J]. Rock and Soil Mechanics,2007,28(3):549-554.
[13] MARTIN C D,KAISER P K,MCCREATH D R. Hoek– Brown parameters for predicting the depth of brittle failure around tunnels[J]. Canadian Geotechnical Journal,1999,36(1):136-151.
[14] 邵国建,卓家寿,章青. 岩体稳定性分析与评判准则研究[J]. 岩 石力学与工程学报,2003,22(5):691-696. SHAO G J,ZHUO J S,ZHANG Q. Research on analysis method and criterion of rockmass stability[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(5):691-696.
[15] 陈卫忠,朱维申,李术才. 节理岩体中洞室围岩大变形数值模 拟及模型试验研究[J]. 岩石力学与工程学报,1998,17(3): 223-229. CHEN W Z,ZHU W S,LI S C. Numerical simulation and testing study of large deformation for cavern’s surrounding jointed rockmass[J]. Chinese Journal of Rock Mechanics and Engineering,1998,17(3):223-229.
[16] 邱祥波,李术才,李树忱. 三维地应力回归分析方法与工程应 用[J]. 岩石力学与工程学报,2003,22(10):1613-1617. QIU X B,LI S C,LI S C. 3D geostress regression analysis method and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(10):1613-1617.
[17] 宋琨,罗关俊,高连通,等. 地下石油储备库岩体力学参数研 究[J]. 地质科技情报,2013,32(6):186-190. SONG K,LUO G J,GAO L T,et a1. Rock mass mechanicaparameters of underground oil storage caverns[J]. Geological Science and Technology Information,2013,32(6): 186-190.
[18] 谭云亮,王泳嘉. 巷道围岩塑性状态判定分析方法[J]. 工程地 质学报,1996,4(2):63-68. TAN Y L,WANG Y J. Method for determining plastic state of surrounding rocks of gate[J]. Journal of Engineering Geology, 1996,4(2):63-68.
[19] SCHMIDTKE R H,LAJTAI E Z. The long-term strength of Lac Du Bonnet granite[J]. International Journal Rock Mechanics and Mining Science and Geomechanics Abstracts, 1985,22(6):461-465.
[20] LAU J S O,CHANDLER N A. Innovative laboratory testing[J]. International Journal of Rock Mechanics and Mining Science, 2004,41(8):1427-1445.
[21] 文云波,黄锋,高啸也,等. 小净距大断面偏压隧道围岩稳定性 分析[J]. 铁道建筑,2017,7(4):77-80. WEN Y B,HUANG F,GAO X Y,et a1. Surrounding rock stability analysis for large-section tunnels withsmall spacing and unsymmetrical loading[J]. Railway Engineering,2017,7(4):77-80.
[22] 刘全林,杨敏. 软弱围岩巷道锚注支护机理及其变形分析[J]. 岩石力学与工程学报,2002,10(8):158-163. LIU Q L,YANG M. Analysis on deformation of surrounding rock masses of tunnel using bolt-grouting support and its mechanism[J]. Chinese Journal of Rock Mechanics and Engineering,2002,10(8):158-163.
[23] 孙红涛. 小净距隧道围岩整体稳定性的下限分析[J]. 公路工 程,2013,38(6):213-216. SUN H T. Lower bound limit analysis on surrounding rock mass global stability of neighborhood tunnel[J]. Highway Engineering, 2013,38(6):213-216.

相似文献/References:

[1]胡谋鹏,陈雪见,梁久正,等.地下水封储油库围岩间距的FLAC3D数值分析[J].油气储运,2015,34(9):1005.[doi:10.6047/j.issn.1000-8241.2015.09.018]
 HU Moupeng,CHEN Xuejian,LIANG Jiuzheng,et al.Numerical analysis for the surrounding rock spacing of underground water-sealed oil storage based on FLAC3D[J].Oil & Gas Storage and Transportation,2015,34(07):1005.[doi:10.6047/j.issn.1000-8241.2015.09.018]
[2]胡谋鹏,陈雪见,梁久正,等.地下水封储油库围岩间距的 FLAC3D 数值分析[J].油气储运,2016,35(预出版):1.
 HU Moupeng,CHEN Xuejian,LIANG Jiuzheng,et al.Numerical analysis for the surrounding rock spacing of underground water-sealed oil storage based on FLAC3D[J].Oil & Gas Storage and Transportation,2016,35(07):1.
[3]张成斌 张亚琴.大断面地下水封石油洞库储油洞室稳定性模拟[J].油气储运,2019,38(03):1.
 ZHANG Chengbin,ZHANG Yaqin.Stability simulation on the oil storage caverns of large-section underground water-sealed oil storages[J].Oil & Gas Storage and Transportation,2019,38(07):1.

备注/Memo

(收稿日期:2017-05-10;修回日期:2019-04-18;编辑:张雪琴)作者简介:张成斌,男,1983 年生,工程师,2006 年硕士毕业于长 江大学土木工程专业,现主要从事工业和民建领域的结构设计工作。 地址:河北省廊坊市广阳区和平路 146 号管道设计大厦,065000。 电话:13663265404。Email:zhangchengbin@cnpc.com.cn

更新日期/Last Update: 2019-06-30