大柳树坝址岩体松动类型与变形模式研究

大柳树坝址岩体松动类型与变形模式研究

周立新, 马润勇, 彭建兵, 毛彦龙, 邓长平

文章导航 > 工程地质学报 > 2002 > 10(S1): 497-501

周立新, 马润勇, 彭建兵, 毛彦龙, 邓长平. 2002: 大柳树坝址岩体松动类型与变形模式研究. 工程地质学报, 10(S1): 497-501.

引用本文:

周立新, 马润勇, 彭建兵, 毛彦龙, 邓长平. 2002: 大柳树坝址岩体松动类型与变形模式研究. 工程地质学报, 10(S1): 497-501.

Zhou Lixin, Ma Runyong, Peng Jianbing, Mao Yanlong, Deng Changping. 2002: STUDIES OF TYPES AND MODELS OF DYNA-RELAXING OF ROCK MASS AT DALIUSHU HIGH DAM. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 497-501.

Citation:

Zhou Lixin, Ma Runyong, Peng Jianbing, Mao Yanlong, Deng Changping. 2002: STUDIES OF TYPES AND MODELS OF DYNA-RELAXING OF ROCK MASS AT DALIUSHU HIGH DAM. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 497-501.

周立新, 马润勇, 彭建兵, 毛彦龙, 邓长平. 2002: 大柳树坝址岩体松动类型与变形模式研究. 工程地质学报, 10(S1): 497-501.

引用本文:

周立新, 马润勇, 彭建兵, 毛彦龙, 邓长平. 2002: 大柳树坝址岩体松动类型与变形模式研究. 工程地质学报, 10(S1): 497-501.

Zhou Lixin, Ma Runyong, Peng Jianbing, Mao Yanlong, Deng Changping. 2002: STUDIES OF TYPES AND MODELS OF DYNA-RELAXING OF ROCK MASS AT DALIUSHU HIGH DAM. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 497-501.

Citation:

Zhou Lixin, Ma Runyong, Peng Jianbing, Mao Yanlong, Deng Changping. 2002: STUDIES OF TYPES AND MODELS OF DYNA-RELAXING OF ROCK MASS AT DALIUSHU HIGH DAM. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 497-501.

大柳树坝址岩体松动类型与变形模式研究

长安大学地质工程与测绘工程学院西安 710054

中图分类号: P642
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- 文章访问数: 2313
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出版历程
- 收稿日期: 2002-06-30
- 刊出日期: 2002-12-25

STUDIES OF TYPES AND MODELS OF DYNA-RELAXING OF ROCK MASS AT DALIUSHU HIGH DAM

School of Geological Engineering and Surveying Engineering, Chang'an University, Xi'an 710054

摘要: 通过对黄河黑山峡大柳树坝址区岩体野外实地调查和室内平确资料的分析,将岩体松动的类型划分为:断层控制松动型、节理裂隙控制松动型、顺层滑移松动型、卸荷松动型、倾倒松动型,并概化其松动模式,为此类特殊岩体的利用和改良提供科学的依据。
- 岩体松动 /
- 卸荷 /
- 倾倒 /
- 断层控制 /
- 松动模式
Abstract: Based on the field investigation and analyse of interior adit data of Daliushu high dam at Yellow-river Heishan gorge, five types of dyna-relaxing of rock mass are divided as following:the unloading, the topple,the down layers, the fault dominating and the joint and crevice dominating. Each type is summarized as one corresponding model,which can provide,scientific proofs for utilizing and ameliorating of the special rockmass.
- Dyna-relaxing of rockmass /
- Unloading /
- Topple /
- Fault dominating /
- Dyna-relaxing model

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