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反应力应变岩石力学在工程中应用的简明论述 被引量:1

A Concise Concept for Application of Rock Mechanics of Anti-Stress-Strain to Some Projects
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摘要 反应力应变岩石力学,是岩石力学发展中的创新思路.地壳表层岩体在气温下降环境中会产生收缩,产生向表部的拉力,这是一反向力流,谓之反应力.它是一种匿动力,是一种暗能,在边坡区,它与岩体重力组合成向地表的水平拉张合力,并可导致节理扩张,以致产生脆弹性破裂,发生规模不等的振动,派生向外顶冲的波子力,成为重要的反应力因素.高边坡区岩体,一般处于三维受压的应力状态,但当气温剧降时,边坡区应力环境,就变为二维受压,一维受拉的拉张圆状态,甚至产生拉裂剪切的脆断破裂与灾变.高边坡区的应力态势,因气温规律性变迁与骤变,使反应力作用,呈现大、小、有、无的往复变化,所以高边坡区岩体的岩石力学特性和水力学特性,处于缓慢的累进破坏与不断劣化的衰变过程中. The anti-stress-strain of rock mechanics is a new idea for the development of new parts of the origi- nal rock mechanics. The globe outer part rock mass has contraction when they are during down cold environ- ment and comes into pull flow to free surface that called anti stress. It is a hidden active force also a dark en- ergy. The anti-stress combining gravity turns into a level pull force to slope surface. The level pull force may cause the exfension of rock joint which may lead to elasto-brittle cracking. It loads to strong vibration and reverse stress. This is a hard element of anti-stress. Generally, the rock mass in the high slope is at the three- dimensional pressure state, but sometime it is at two dimensional pressurization with one dimensional exten- sion model whose mechanism of brittle fracture of rock mass takes place tensile-cohesion fracture by anti- stress; meantime, the vibration is caused by variation of temperature which is caused season and climate chan ges. The variation of temperature leads to variation of anti-stress effect. The anti-stress is from strong to weak or from existing to disappearance so that the mechanical character and hydraulic property of rock mass having slowly retrogressive decay.
作者 刘国霖
机构地区 三峡大学退休办
出处 《三峡大学学报(自然科学版)》 CAS 2012年第6期44-47,共4页 Journal of China Three Gorges University:Natural Sciences
关键词 反应力应变 匿动力 暗能 拉平势场 波子力 累进衰变 拉裂脆断 anti-stress-strain hidden active force dark energy level pull force retrogressive decay tensile-cracking brittle fracture
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参考文献2

  • 1席道瑛;黄建华.岩石在单轴压缩下发射的特征[A]武汉:武汉测绘科技大学出版社,1992110-115.
  • 2吕宗恕;唐靖.中国还有多少个"舟曲"在潜伏[J]读报参考,2010(25):20-21.

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