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三峡永久船闸中隔墩卸荷松弛特征研究
引用本文:樊友忠,刘伟强,潘玉珍.三峡永久船闸中隔墩卸荷松弛特征研究[J].资源环境与工程,2002,16(4):126-130.
作者姓名:樊友忠  刘伟强  潘玉珍
作者单位:长江水利委员会三峡勘测研究院
摘    要:本选取三峡水利枢纽永久船闸二闸室桩号15 583代表性断面,通过地表测绘与地质编录、钻孔勘探、压水试验、全孔壁数字成像,物探测试,弹性模测试等综合勘察手段,并结合岩体变形监测成果等,查清了中隔墩岩体的工程地质特征,岩体卸荷松驰范围、物理力学性质及其稳定性。

关 键 词:三峡永久船闸  稳定性  卸荷松驰分带  结构面  中隔墩  地质编录  压水试验
修稿时间:2002年8月1日

Relaxation characteristic analysis of septi-mound rock mass unloading of the Three Gorges permanent navigation lock
Fan Youzhong Liu Weiqiang Pan Yuzhen.Relaxation characteristic analysis of septi-mound rock mass unloading of the Three Gorges permanent navigation lock[J].Resources Environment & Engineering,2002,16(4):126-130.
Authors:Fan Youzhong Liu Weiqiang Pan Yuzhen
Abstract:No. 15 +583 pile of the second lock chamber of Three Gorges permanent navigation lock is chosen as the representative section. Based on earth mapping and geological recording, small - calibre probing, packer test, borewall digital imaging, physical probing test of modukus of elasticity and deformation and so on, relaxation characteristics of septi - mound rock mass unloading and influencing factor are analyzed and macro qualitative evaluation of stability is given, which lays the foundation to deal with projects.
Keywords:Stability The division of unloading relaxation Discontinuities Septi - mound Permanent naviga- tion lock  
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