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测定岩体原地承载力的水力阶撑测试技术及其应用
引用本文:郭启良,冷鸿斌,李宏,陈群策. 测定岩体原地承载力的水力阶撑测试技术及其应用[J]. 岩土力学, 2003, 0(Z2)
作者姓名:郭启良  冷鸿斌  李宏  陈群策
作者单位:中国地震局地壳应力研究所 北京100085(郭启良,李宏),国家电力公司成都勘测设计研究院 四川成都610072(冷鸿斌),中国地震局地壳应力研究所 北京100085(陈群策)
摘    要:在勘探钻孔中的各种裂隙层段上进行水力阶撑测试,能够确定岩体的原地承载力。笔者给出了某工程的应用实例,并对测试成果进行了分析。实践表明,在地质结构基本完整的情况下,岩体都具有较强的自承能力。充分利用岩体的承载能力对于科学的优化工程设计、减少投资、缩短工程建设周期,均具有重要的实际意义。

关 键 词:水力阶撑测试  岩体原地承载力  深埋地下洞室

Determination of in-situ resistance capability by hydraulic jacking test and it''''s application
GUO Qi-liang,LENG Hong-bin,LI Hong,CHEN Qun-ce. Determination of in-situ resistance capability by hydraulic jacking test and it''''s application[J]. Rock and Soil Mechanics, 2003, 0(Z2)
Authors:GUO Qi-liang  LENG Hong-bin  LI Hong  CHEN Qun-ce
Affiliation:GUO Qi-liang1,LENG Hong-bin2,LI Hong1,CHEN Qun-ce1
Abstract:With the hydraulic jacking test carried out at the various fissure sections in exploring borehole, the rocks in-situ resistance capability can be determined. This paper gives an application example in an engneering site, and the measurement results are analysed . It shows that at general conditions of the basically integrated stratum construction, the surrounding rock usually has a good bearing ability. Therefore by using the rocks resistance capability adequately, the engneering design can be optimized resonablly, which can reduce the investment and shorten the engineering construction period.
Keywords:hydraulic jacking test  rocks in-situ resistance capability  deep-embedded chamber
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