[1] 艾虎，武永强，焦智伟，等. 地面高精度磁测在核电站选址中的应用[J]. 工程地球物理学报，2015, 12(2): 214-217.

AI H, WU Y Q, JIAO Z W, et al. The application of ground high precision magnetic survey to the site selection of Nuclear power plant[J]. Chinese Journal of Engineering Geophysics, 2015, 12(2): 214-217.
[2] GB 50011—2010，建筑抗震设计规范 [S]．
[3] 杨磊，樊耀武. 第四纪多次喷发玄武岩地区桥基勘察[J]. 铁道勘察，2010(3): 63-67.

YANG L, FAN Y W. Investigation of foundation for bridges at repetitious eruption basalt zone in quaternary period[J]. Railway Investigation and Surveying, 2010(3): 63-67.
[4] SAWRUK W J, SCHMEHL R J, STRIPLING D L. Container designs for the nuclear waste repository in basalt rock [C]. Proceedings of the 1986 Joint ASME/ANS Nuclear Power Conference, 1986：416.
[5] DOBSON W L, KOCH D A, AKINS M J. Conceptual design of waste packages for the nuclear waste repository in basalt rock [C]. Proceedings of the 1986 Joint ASME/ANS Nuclear Power Conference, 1986：440.
[6] MOAK D J, Wintczak T M. Near-surface test facility. Phase I. Geologic site characterization report[R]. 2001：234.
[7] WOODMORAPPE J, MICHAEL J O. Field studies in the Columbia River basalt, North-west USA[J]. Geological Society of America Bullet, 2002，16(1): 103-110.
[8] GOEHRING L, MORRIS S W. The scaling of columnar joints in basalt[J]. Journal of Geophysical Research, 2005: 1-13.
[9] SCHULTZ R A. Relative scale and the strength and deformability of rock masses[J]. Journal of Structural Geology, 1996，18(9): 1139-1149.
[10] BRADY B H G．, CRAMER M L, HART R D. Preliminary analysis of a loading test on a large basalt block[J]. Int. J. Rock Mech., 1985, 22(5): 345-348.
[11] CUNDALL P A, HART R D．Analysis of block test No. 1 inelastic rock mass behavior: phase 2—a characterization of joint behavior (final report)[R]. Itasca Consulting Group Report, Rockwell Hanford Operations, Subcontract SA-957, 1984.
[12] HART R D, CUNDALL P A, CRAMER M L. Analysis of a loading test on a large basalt block in research and engineering[J]. Applications in Rock Masses, 1985(2): 759-768.
[13] Itasca Consult Co., Ltd. Cyclic loading of a specimen with a slipping crack, verification problems [R]. UDEC Manuals, 2014.
[14] Itasca Consult Co., Ltd. Block with a slipping crack under cyclic loading, verification problems [R]. 3DEC Manuals, 2014.
[15] MÜLLER G. Experimental simulation of basalt columns[J]. Journal of Volcanology and Geothermal Research, 1998，86(1-4): 93-96.
[16] TORAMARU A, MATSUMOTO T. Columnar joint morphology and cooling rate: a starch-water mixture experiment[J]. Journal of Geophysical Research, 2004: 109.
[17] GOEHRING L, MAHADEVAN L, MORRIS S W. The dynamic similarity between columnar joints in basalt and starch [C]. American Geophysical Union, Fall Meeting 2007, abstract #T14A-08, 2007.
[18] COLE D M. Crack nucleation in polycrystalline ice[J]. Cold Regions Science and Technology.1988，15(1): 79.
[19] PICU R C, GUPTA V. Crack nucleation in columnar ice due to elastic anisotropu and grain boundary sliding. Acta Metallurgica et Materialia, 1995, 43(10): 3783.
[20] GUPTA V, PICU R C, BERGSTR J S. Nucleation of splitting cracks in columnar freshwater ice[J]. Acta Materialia.1997, 45(4): 1411.
[21] FROST H J. Mechanisms of crack nucleation in ice[J]. Engineering Fracture Mechanics, 2001; 68(17-18): 18-23.
[22] MENGER F M, ZHANG H, CARAN K L, et al. Gemini-induced columnar jointing in vitreous ice. cryo-hrsem as a tool for discovering new colloidal morphologies[J]. Journal of the American Chemical Society, 2002, 124(7): 1140-1141.
[23] FRENCH J W. The fracture of homogeneous media[J]. Trans. Geol. Soc. Glasgow, 1925(17): 50-68.
[24] HULL D, CADDOCK B. D. Simulation of prismatic cracking of cooling basalt lava flows by the drying of sol-gels[J]. Journal of Materials Science, 1999; 34(23): 5707.
[25] OKABE A, BOOTS B, SUGIHARA K, et al. Spatial tessellations: concepts and applications of voronoi diagrams [M]. 2rd ed. Chichester: John Wiley, 2000.
[26] 石崇，褚卫江，郑文棠. 块体离散元数值模拟技术及工程应用 [M]. 北京：中国建筑工业出版社，2016.