[1] Liu J L, Zhu X Y, Qian X X. Study of some problems on the development and protection of fracture-karst water resources in North China [J]. Acta Geologica Sinica, 2000, 74(4): 344-352 (in Chinese). 刘建立,朱学愚,钱孝星. 中国北方裂隙岩溶水资源开发和保护中若干问题的研究[J]. 地质学报,2000,74(4):344-352.[2] Li Y, Guo M, Zhou R. Discussion on exploration of the karst groundwater resources in Beijing area [J]. City Geology, 2009, 4(4): 1-4 (in Chinese). 李宇,郭萌,周嵘. 北京地区岩溶地下水资源勘查工作探讨[J]. 城市地质,2009,4(4):1-4.[3] Xie Z H, Zhang Z J, Xing G Z, et al. Analysis of the groundwater-supply security about the representative cities in North China plain [J]. Resources Science, 2009, 31(3): 400-405 (in Chinese). 谢振华,张兆吉,邢国章,等. 华北平原典型城市地下水供水安全保障分析[J]. 资源科学,2009,31(3):400-405.[4] Guo G X, Liu W C, Xin B D, et al, Current situations and discussions on karst groundwater resources exploration in Beijing [J]. South-to-North Water Diversion and Water Science & Technology, 2011, 9(2): 33-36 (in Chinese). 郭高轩,刘文臣,辛宝东,等. 北京岩溶水勘查开发的现状与思考[J]. 南水北调与水利科技,2011,9(2):33-36.[5] Wang X H, Liu W C, Shen Y Y, et al. Analysis on the hydrogeology characteristics and exploitation potential of the emergency karst water source field in Xishan region, Beijing [J]. Carsologica Sinica, 2011, 30(2): 216-221 (in Chinese). 王晓红,刘文臣,沈媛媛,等. 北京西山岩溶水应急水源地水文地质特征及开采潜力分析[J]. 中国岩溶,2011,30(2):216-221.[6] Engelder T, Geiser P. On the use of regional joint sets as trajectories of paleostress fields during the development of the Appalachian Plateau, New York [J]. Journal of Geophysical Research, 1980, 85(B11): 6 319-6 341.[7] Petit J P, Mattauer M. Palaeostress superimposition deduced from mesoscale structures in limestone: the Matelles exposure, Languedoc, France [J]. Journal of Structural Geology, 1995, 17: 245-256.[8] Rawnsley K D, Peacock D C P, Rives T, et al. Joints in the Mesozoic sediments around the Bristol Channel Basin [J]. Journal of Structural Geology, 1998, 20(12): 1 641-1 661.[9] Eyal Y, Gross M R, Engelder T, et al. Joint development during fluctuation of the regional stress field in southern Israel [J]. Journal of Structural Geology, 2001, 23: 279-296.[10] Wang L Z, Hou G J, Chen W L. Characteristics of joints in the dam area of the Goupitan hydropower station and its implication to regional stress field [J]. Guizhou Geology, 2005, 22(4), 289-295 (in Chinese). 王令占,侯光久,陈文理. 构皮滩水电站坝区节理特征及对区域构造应力场的指示[J]. 贵州地质,2005,22(4):289-295.[11] Ren S M, Ge X H, Liu Y J, et al. The stress field of Late Mesozoic-Cenozoic tectonics in the northern Qaidam basin, northwest China: evidences from the analysis of joints data [J]. Geological Bulletin of China, 2009, 28(7): 877-887 (in Chinese). 任收麦,葛肖虹,刘永江,等. 柴达木盆地北缘晚中生代-新生代构造用力场:来自构造节理分析的证据[J]. 地质通报,2009,28(7):877-887.[12] Yin C M, Ren S M, Tian L Y. Effect of Altyn Tagh fault to southwest Qaidam basin: evidences from analysis of joints data [J]. Journal of Jilin University: Earth Science Edition, 2011, 41(3): 724-734 (in Chinese). 尹成明,任收麦,田丽艳. 阿尔金断裂对柴达木盆地西南地区的影响:来自构造节理分析的证据[J]. 吉林大学学报:地球科学版,2011,41(3):724-734.[13] Qu Y H. Fracture network interconnectivity of the carbonate rock and its control over karst [J]. Earth Science (Journal of China University of Geosciences), 1991, 16(1): 71-77 (in Chinese). 区永和. 碳酸盐岩的裂隙网络连通度及其对岩溶的控制[J]. 地球科学(中国地质大学学报),1991,16(1):71-77.[14] Qian H T, Wang S J, Yuan D J, et al. Tectonic features of a hydro project dam site and their influences on karst development [J]. Earth and Environment, 2005, 33(4): 47-52 (in Chinese). 钱海涛,王思敬,袁代江,等. 某水利枢纽坝区构造特征及其对岩溶发育规律的影响[J]. 地球与环境,2005,33(4):47-52.[15] Guan J, Sun C M, Yang W N, et al. Controlling factors and characteristics of ground surface karst in Xiagangda village Dabanqiao town [J]. Journal of Heilongjiang Hydraulic Engineering College, 2006, 33(4): 35-37 (in Chinese). 官军,孙传敏,杨武年,等. 大板桥下岗大村地表岩溶发育特征及控制因素[J]. 黑龙江水专学报,2006,33(4):35-37.[16] 北京市地质矿产局. 中华人民共和国区域地质调查说明书(1:5万,张坊幅)[R]. 1995:1-17.[17] 郝梓国,杨亦武,云桂荣,等. 上方山-云居寺岩溶溶洞地质景观及其成因探讨[G]//中国地质学会旅游地学与国家地质公园研究分会成立大会暨第20届旅游地学与地质公园学术年会论文集. 2005:281-290.[18] 北京市地质矿产局. 中华人民共和国区域地质调查说明书(1:5万, 龙门台幅)[R]. 1995:13-17.[19] Weng J T, Zhang C, Jiang Z C, et al. The history of karst development and the evolution of karst environment around the western hills of Beijing [J]. Carsologica Sinica, 1995, 14(1): 41-48 (in Chinese). 翁金桃,章程,蒋忠诚,等. 北京西山地区岩溶发育史及岩溶环境变迁[J]. 中国岩溶,1995,14(1):41-48.[20] Yang C H, Mei T, Wang G B, et al. Study on rockmass joint characteristics of Jiji quarry in Beishan, Gansu province [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2): 3849-3854 (in Chinese). 杨春和,梅涛,王贵宾,等. 甘肃北山芨芨采石场岩体节理特征研究[J]. 岩石力学与工程学报,2007,26(2):3849-3854.[21] International Society for Rock Mechanics Commission on Standardarization of Laboratory and Field Tests (ISRM). Suggested methods for the quantitative description of discontinuities in rock masses [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1978, 15(6): 319-368.[22] Priest S D, Hudson J A. Discontinuity spacing in rock [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 1976, 13(5): 135-148.[23] Priest S D, Hudson J A. Estimation of discontinuity spacing and trace length using scanline surveys [J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstract, 1981, 18(3): 183-197.[24] Zhang Z P, Wang Q C. Characteristics of joints and shear fractures of Kuqa depression with its implications to regional stress field [J]. Science in China Ser D: Earth Sciences, 2004, 34 (supl I): 63-73 (in Chinese). 张仲培,王清晨. 库车坳陷节理和剪切破裂发育特征及其对区域应力场转换的指示[J]. 中国科学 D辑 地球科学,2004,34(增刊Ⅰ):63-73.[25] Qin L M, Liu Y C, Wu D C, et al. The features and analysis of joints in Xiluodu area [J]. Journal of Mineral and Petrol, 2003, 23(1): 51-54 (in Chinese). 覃礼貌,刘援朝,吴德超,等. 溪洛渡地区节理构造特征及解析[J]. 矿物岩石,2003,23(1):51-54.[26] Huang J J. Structural features, stress fields and strain fields in Fenghuangshan silver mine area, Guangxi, China [J]. Journal of Geomechanics, 2001, 7(1): 9-21 (in Chinese). 黄继钧. 广西凤凰山银矿区构造特征及构造应力场、应变场分析[J]. 地质力学学报,2001,7(1):9-21.[27] 毕维铭. 北京市房山县岩溶地貌特征与分布规律[J]. 北京师院学报:自然科学版,1986(1):64-70.[28] Zhang Z C, Song C Q, Xu Z P, et al. A preliminary study on the networks of ground water under the control of tectonic systems at Pinggu district, in Beijing [J]. Journal of Beijing Normal University: Natural Science, 1980(3/4): 111-122. 张振春,宋春青,徐振溥,等. 北京平谷地区构造体系控制地下水网络的初步研究[J]. 北京师范大学学报:自然科学版,1980(3/4):111-122.[29] Wu Z K, Chen W L. Karst development features and engineering geologic conditions of the lower damsite of goupitan key water conservancy project on Wujiang river [J]. Carsologica Sinica, 1994, 13: 141-152. 吴忠康,陈文理. 乌江构皮滩水利枢纽下坝址岩溶发育特征及工程地质条件[J]. 中国岩溶,1994,13:141-152.[30] Zhang C, Jiang Z C, Xie Y Q, et al. Geological structure, neotectonic movement and the formation, evolution of regional karst geomorphology of west-hill, Beijing [J]. Carsologica Sinica, 1995, 14: 231-240. 章程,蒋忠诚,谢运球,等. 北京西山南部构造及新构造运动与区域岩溶地貌形成、演化[J]. 中国岩溶,1995,14:231-240.[31] Lü J B, Lu Y R, Zheng G S, et al. Formation of karst cave system and its relationship with neotectonic movement in Beijing western hills [J]. Geological Bulletin of China, 2010, 29(4): 502-509 (in Chinese). 吕金波,卢耀如,郑桂森,等. 北京西山岩溶洞系的形成及其与新构造运动的关系[J]. 地质通报,2010,29(4):502-509. |