格构锚杆边坡支护优化设计及计算方法研究  

A Study on Optimization Design and Calculation Method of Anchor Lattice Beams

作　　者：田跃平[1] 

机构地区：[1]莆田学院土木建筑工程学系,福建莆田351100

出　　处：《皖西学院学报》2013年第2期79-82,共4页Journal of West Anhui University

基　　金：福建省自然科学基金计划资助项目(2011J01327)

摘　　要：结合实际工程案例研究了格构锚杆边坡支护优化设计的方法和步骤,使用条分法计算了边坡加固前后的安全系数,并提出了采用安全系数控制的格构锚杆边坡支护的优化设计方法,建立了一套针对格构锚杆边坡支护优化设计的设计体系。Based on practical engineering background, the methods and steps of designing Anchor Lattice Beams supporting system has been studied. Using slice method to calculate the factor of safety before and after the slope reinforcement, puts forward an optimized design method controlled by safety factor, established a system of lattice bolt slope supporting designing.

关 键 词：边坡加固 格构锚杆 安全系数 

分 类 号：TU457[建筑科学—岩土工程]