岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2009年
11期
3386-3392
,共7页
岩石力学%全长注浆锚杆%摩阻力%中性点
巖石力學%全長註漿錨桿%摩阻力%中性點
암석역학%전장주장묘간%마조력%중성점
rock mechanics%fully grouting rock bolt%frictional resistance%neutral point
中性点理论是地下工程锚固理论中的重要理论,但目前对于中性点位置的确定计算公式存在不合理之处.在前人工作的基础上,对中性点理论进行了完善和改进.在建立的锚杆解析本构模型的基础上,结合中性点理论中锚杆中性点位置处的摩阻力为0的思想,对影响中性点位置的因素进行了较详细的分析,得出了影响锚杆中性点位置的相关因素.通过分析研究得到,静水垂直主应力、锚杆长度、锚杆行间距等3个因素对锚杆中性点的位置没有影响,而洞室半径、岩体弹性模量、锚杆弹性模量、锚杆直径等4个因素对其有显著的影响.其中,洞室半径、锚杆直径与中性点位置基本呈线性函数关系,而岩体弹性模量、锚杆弹性模量与中性点位置呈指数函数关系,岩体弹性模量与中性点位置呈递减指数函数关系,锚杆弹性模量与中性点位置呈递增指数函数关系.通过对这些因素的分析,得出了锚杆中性点位置与相关参数之间的统一函数关系,为进一步研究中性点理论提供了一定的参考意义.
中性點理論是地下工程錨固理論中的重要理論,但目前對于中性點位置的確定計算公式存在不閤理之處.在前人工作的基礎上,對中性點理論進行瞭完善和改進.在建立的錨桿解析本構模型的基礎上,結閤中性點理論中錨桿中性點位置處的摩阻力為0的思想,對影響中性點位置的因素進行瞭較詳細的分析,得齣瞭影響錨桿中性點位置的相關因素.通過分析研究得到,靜水垂直主應力、錨桿長度、錨桿行間距等3箇因素對錨桿中性點的位置沒有影響,而洞室半徑、巖體彈性模量、錨桿彈性模量、錨桿直徑等4箇因素對其有顯著的影響.其中,洞室半徑、錨桿直徑與中性點位置基本呈線性函數關繫,而巖體彈性模量、錨桿彈性模量與中性點位置呈指數函數關繫,巖體彈性模量與中性點位置呈遞減指數函數關繫,錨桿彈性模量與中性點位置呈遞增指數函數關繫.通過對這些因素的分析,得齣瞭錨桿中性點位置與相關參數之間的統一函數關繫,為進一步研究中性點理論提供瞭一定的參攷意義.
중성점이론시지하공정묘고이론중적중요이론,단목전대우중성점위치적학정계산공식존재불합리지처.재전인공작적기출상,대중성점이론진행료완선화개진.재건립적묘간해석본구모형적기출상,결합중성점이론중묘간중성점위치처적마조력위0적사상,대영향중성점위치적인소진행료교상세적분석,득출료영향묘간중성점위치적상관인소.통과분석연구득도,정수수직주응력、묘간장도、묘간행간거등3개인소대묘간중성점적위치몰유영향,이동실반경、암체탄성모량、묘간탄성모량、묘간직경등4개인소대기유현저적영향.기중,동실반경、묘간직경여중성점위치기본정선성함수관계,이암체탄성모량、묘간탄성모량여중성점위치정지수함수관계,암체탄성모량여중성점위치정체감지수함수관계,묘간탄성모량여중성점위치정체증지수함수관계.통과대저사인소적분석,득출료묘간중성점위치여상관삼수지간적통일함수관계,위진일보연구중성점이론제공료일정적삼고의의.
The neutral point theory is the important theory in underground engineering reinforcement theory. At present, the formula to determine neutral point position has been existed some unreasonable place. The neutral point theory had been further consummated and improved on the foundation of pre-researchers. Base on the developed analytical model and the theory of frictional resistance is zero at the neutral point, the factors have been detailed analyzed for affecting the neutral point position; and the correlations have been gained which affecting neutral point position. Through analyzing, it is revealed that the hydrostatic primary stress, bolt length, bolt spacing having no influence to neutral point position, and the radius of tunnel, Young's moduli of rock and bolt, the bolt diameter having remarkable influence to it. Among them, it is linear relation among the radius of tunnel, the bolt diameter with the neutral point position, but it is exponential function relations among the Young's modulus of rock and bolt with the neutral point position. The relationship of Young's modulus of rock mass and neutral point position presents exponential decreasing; the relationship of -Young's modulus of bolt and neutral point position presents exponential increasing. Through the factors analyzed, it has obtained that the general functional between the neutral point position and the correlation parameter, for further to study the neutral point theory providing the certain reference significance.