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工程软岩结语

2018/06/1991 作者:佚名
导读:20世纪60年代以后,我国煤矿软岩工程技术在理论、支护技术和设计理论都取得了长足进展,取得了一系列科技成果,为我国煤炭工业发展做出了卓越的贡献。但是由于各方面原因,我国煤矿软岩技术在理论上、设计上、支护技术及配套设备上仍然存在一些问题。诸如在软岩工程技术推广方面还有待于进一步加强;项目设计地质资料不足,工程勘察规范陈旧;对大深度高应力、强膨胀复合型岩体,以及受采动影响后的流变时间效应,支护和围岩相

20世纪60年代以后,我国煤矿软岩工程技术在理论、支护技术和设计理论都取得了长足进展,取得了一系列科技成果,为我国煤炭工业发展做出了卓越的贡献。但是由于各方面原因,我国煤矿软岩技术在理论上、设计上、支护技术及配套设备上仍然存在一些问题。诸如在软岩工程技术推广方面还有待于进一步加强;项目设计地质资料不足,工程勘察规范陈旧;对大深度高应力、强膨胀复合型岩体,以及受采动影响后的流变时间效应,支护和围岩相互作用机理的研究仍需深化;软岩地应力测试方法还有待加强等方面。回顾20世纪软岩工程技术的发展历程,针对世纪之交仍然存在的问题,在大力推广软岩工程技术的同时,进一步加强软岩工程力学的理论研究,从而将软岩工程技术信息化、系统化、产业化。■

作者简介:何满潮(1959-),男,博士,教授,博士生导师,工程地质专业.

作者单位:何满潮(中国矿业大学北京校区岩土工程研究所 北京 100083)

景海河(中国矿业大学北京校区岩土工程研究所 北京 100083)

孙晓明(中国矿业大学北京校区岩土工程研究所 北京 100083)

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[ 22 ] 谢和平,陈忠辉.岩石力学.北京:科学出版社,20042100433B

*文章为作者独立观点,不代表造价通立场,除来源是“造价通”外。
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