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Journal articles on the topic '爆裂'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 February 2022

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1

KANG, Zhao-li, San-ming ZOU та Liang YU. "经前路治疗脊柱胸腰段爆裂性骨折". 国际中西医结合杂志 2, № 3 (2014): 17. http://dx.doi.org/10.14725/gjicmwm.v2n3a708.

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2

郭, 西凯. "厚煤层综放工作面架后深孔松动预裂爆破技术应用". 工程建设 4, № 1 (2021): 84. http://dx.doi.org/10.33142/ec.v4i1.3239.

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3

马, 明明. "复杂环境下邻近既有高铁线基坑石方静态破碎施工技术". 工程技术与管理 4, № 3 (2020): 111. http://dx.doi.org/10.26549/gcjsygl.v4i3.3684.

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4

田, 开培, 红彬 刘, 杨. 鞠, 里. 王, 志顺 葛 та 金慧 刘. "RPC高温爆裂的微细观孔隙结构与蒸汽压变化机制的研究". SCIENTIA SINICA Technologica 43, № 2 (2013): 141–52. http://dx.doi.org/10.1360/ze2013-43-2-141.

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5

朱, 铭雨, 黎明 王 та 卫平 沙. "胸腰椎爆裂性骨折伴椎管占位且无神经症状的手术治疗策略". 亚洲临床医学杂志 2, № 5 (2020): 48. http://dx.doi.org/10.26549/yzlcyxzz.v2i5.2732.

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目的： 本研究旨在探索胸腰椎爆裂性骨折伴椎管占位且无神经症状的患者，后路内固定基础上如何选择是否行椎板切除减压？方法： 分别记录两组患者平均年龄、性别及骨折节段，分析术中骨折椎体前缘高度、椎管容积比、Cobb 角相对于术前的变化。术后 1 月、 12 月记录相关参数的变化。 结果： 相比较于术前，减压组术中的骨折椎体前缘高度恢复不明显、椎管容积比改善不显著、Cobb 角矫正差（p>0.05），而非减压组术中间接复位后椎体前缘高度显著恢复、椎管容积比明显增大、Cobb 角明显减小（p<0.05）。在后期随访中，两组椎体前缘高度、椎管容积比、Cobb 角以及 AMS 参数无明显变化。 结论： 后路内固定时，发现椎管内骨折有所回纳，即使回纳不完全，如果伤椎前缘高度显著恢复、椎管容积比明显增大、后凸畸形得到矫正的情况下，可以不需要行后路椎板切除直接减压，亦可获得良好的临床疗效。
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6

TANIBE, Toru, Mitsuo OZAWA, Ryota KAMATA, Yuichi UCHIDA, and Keitetsu ROKUGO. "THE STUDY OF EVALUATION METHODS AND SPALLING FAILURE MODEL OF HSC IN THE EVENT OF FIRE." Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures) 70, no. 1 (2014): 104–17. http://dx.doi.org/10.2208/jscejmcs.70.104.

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7

贺, 龙. "隧洞涌水支护变形处理技术及安全管理". 工程技术与管理 2, № 2 (2018): 44. http://dx.doi.org/10.26549/gcjsygl.v2i2.697.

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隧洞开挖施工过程中因前方地质围岩变化而造成施工处于动态变化过程中，如遇不良地质、施工措施不当等极易酿成重大事故，其中涌水在隧洞富水段施工过程中时常发生。本工程位于辽宁省境内，工程主体为引水隧洞，爆破开挖后进行出渣时，掌子面拱顶处出现涌水，主洞受涌水浸泡后，岩石遇水软化强度降低，洞内积水排出后，边墙和顶拱在孔隙水压力等多种不利组合状态下，造成局部位置坍塌、喷射混凝土开裂、支护钢支撑变形。通过采取安全排查、设置监控量测点、变形钢支撑加固逐榀换拱处理、仰拱封闭成环等措施安全快速处理完成了涌水塌方拱架变形，保证施工工期，取得了良好的经济效益，为以后类似涌水塌方拱架变形安全快速施工提供了借鉴。
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8

吴, 均. "Study on Crack Propagation of Steel Pipe in Semi-Gas Blasting Test." Mine Engineering 07, no. 03 (2019): 266–74. http://dx.doi.org/10.12677/me.2019.73037.

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9

李, 强. "Simulation Analysis of Underwater Crossing Burst Accident of Natural Gas Pipeline." Journal of Oil and Gas Technology 42, no. 02 (2020): 370–76. http://dx.doi.org/10.12677/jogt.2020.422058.

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10

朱, 佳玮. "Clinical Observation on the Postoperative Complications of the Blowout Fracture of Medial Orbital Wall." Hans Journal of Ophthalmology 08, no. 01 (2019): 52–56. http://dx.doi.org/10.12677/hjo.2019.81009.

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11

王, 军. "Numerical Simulation Research of Damping Effect Caused by Blasting Vibration in Pre-Splitting Engineering Based on ANSYS." Mine Engineering 04, no. 01 (2016): 19–23. http://dx.doi.org/10.12677/me.2016.41004.

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杨, 宏敏. "Application Practice of Pre-Splitting Blasting Technique in Ending Slope." Mine Engineering 08, no. 02 (2020): 99–104. http://dx.doi.org/10.12677/me.2020.82014.

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13

IGAWA, Takuya, Tetsuyuki HIROE, Kazuhito HUJIWARA, Hidehiro HATA, Mitsuru YAMAUCHI, and Wataru YAMASITA. "102 Explosively Driven Uniform Expansion tests for Several Stainless Steel Rings and Evaluation of Observed Fragmentation." Proceedings of Conference of Kyushu Branch 2010.63 (2010): 3–4. http://dx.doi.org/10.1299/jsmekyushu.2010.63.3.

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14

Kim, Jin-Ho. "A study on the Rationalization of Safety Management through the Analysis of Accident Cause and Occurrence Principles for Safety Accidents in the Construction Industry -Focused on Burial, Conflagration, Explosion, Burn-." Journal of the Korean Institute of Building Construction 10, no. 3 (2010): 99–111. http://dx.doi.org/10.5345/jkic.2010.10.3.099.

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15

IMAIZUMI, Masayuki, Takehiko OKUYAMA, Takami KOMAE, and Hiromasa HAMADA. "Study on Fault System within Bandai-san Explosin Caldera of 1888 Year using VLF-EM Method and Radioactivity Prospecting." Journal of the Japan Society of Engineering Geology 36, no. 5 (1995): 322–38. http://dx.doi.org/10.5110/jjseg.36.322.

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16

OZAWA, Mitsuo, and Hiroaki MORIMOTO. "PREVENTIVE EFFECTS OF NATURAL FIBERS ON HIGH-STRENGTH CONCRETE SPALLING AT HIGH TEMPERATURES." Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures) 69, no. 3 (2013): 324–36. http://dx.doi.org/10.2208/jscejmcs.69.324.

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17

MORITA, Takeshi, Akira NISHIDA, Hiroshi HASHIDA, and Nobuyuki YAMAZAKI. "AN EXPERIMENTAL STUDY ON IMPROVEMENT OF SPALLING BEHAVIOR OF HIGH-STRENGTH CONCRETE ELEMENTS UNDER FIRE ATTACK." Journal of Structural and Construction Engineering (Transactions of AIJ) 66, no. 544 (2001): 171–78. http://dx.doi.org/10.3130/aijs.66.171_3.

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18

KO, Jeong-Won, Dong-Woo RYU, Manabu KANEMATSU, and Takafumi NOGUCHI. "STUDY ON HEAT AND MOISTURE MOVEMENT AND EXPLOSIVE SPALLING IN CONCRETE UNDER FIRE ENVIRONMENT." Journal of Structural and Construction Engineering (Transactions of AIJ) 71, no. 607 (2006): 23–30. http://dx.doi.org/10.3130/aijs.71.23_5.

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19

YAMASHITA, Wataru, Tetsuyuki HIROE, Kazuhito FUJIWARA, Hidehiro HATA, Takuya IGAWA, and Kiyotaka TUTUMI. "G2 Experimental and Numerical Study on Fragmentation Behavior of Exploded Pressure Vessel Elements: Rings, Cylinders and Spheres." Proceedings of the Space Engineering Conference 2010.19 (2011): _G2–1_—_G2–4_. http://dx.doi.org/10.1299/jsmesec.2010.19._g2-1_.

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20

江, 述虹. "直立高边坡预裂爆破技术应用". 建筑工程与管理 2, № 4 (2020). http://dx.doi.org/10.33142/aem.v2i4.2007.

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21

宁, 安鹏. "陡峭薄壁山体开挖法及预裂爆破技术在坝肩开挖中的应用". 建筑工程与管理 1, № 6 (2019). http://dx.doi.org/10.33142/aem.v1i6.1276.

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22

宋, 艳龙. "水利工程岩石爆破开挖技术应用". 水电科技 2, № 3 (2019). http://dx.doi.org/10.33142/hst.v2i3.851.

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23

方, 应军. "水利施工中的混凝土裂缝的原因及防治途径". 工程建设 2, № 9 (2019). http://dx.doi.org/10.33142/ec.v2i9.705.

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24

Concrete Journal 36, № 1 (1998): 44–47. http://dx.doi.org/10.3151/coj1975.36.1_44.

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25

吴, 少炯, 双财 张 та 国玉 张. "原油输油泵站压力管道全面检验方法与检验重点分析". 工程建设 2, № 8 (2019). http://dx.doi.org/10.33142/ec.v2i8.568.

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26

张, 强., 俊. 赵 та 光. 周. "宁煤金凤煤矿011810工作面110工法技术应用". 工程建设 2, № 5 (2019). http://dx.doi.org/10.33142/ec.v2i5.380.

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针对减少资源浪费，减少生产成本投入，增加经济效益，提高煤矿产能，神华宁煤集团引进切顶卸压自动成巷技术（以下简称110工法），在其下属单位金凤煤矿进行试验。利用恒阻大变形锚索对巷道顶板进行加强支护，控制顶板下沉，通过预裂钻孔双向聚能爆破，将巷道顶板岩石切割，以矿山压力为动力将采空区矸石压下，利用采空区垮落碎胀的顶板矸石堆砌形成巷帮，使原有巷道能够最大限度地保留，充分发挥矸石的自身承载作用，减少巷道变形，保证留巷效果。现场试验表明，金凤煤矿011810工作面的110工法技术应用，取得了良好的应用效果。
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