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高精度连续函数对边坡岩体分级的修正
引用本文:张菊连,沈明荣.高精度连续函数对边坡岩体分级的修正[J].西南交通大学学报,2011,46(1):36-41.
作者姓名:张菊连  沈明荣
作者单位:1. 同济大学土木工程学院,上海,200092
2. 同济大学土木工程学院,上海,200092;同济大学岩土及地下工程教育部重点实验室,上海,200092
基金项目:上海市重点学科建设资助项目(B308)
摘    要:为克服SMR(边坡岩体分级)法已有连续函数修正拟合精度不高的缺点,基于离差平方和最小原理,采用新的连续函数对"表格式评分"的SMR法进行了修正,给出了点荷载强度、单轴抗压强度、岩体质量指标、不连续面间距、不连续面产状调整系数、不连续面延伸长度、张开度及充填物厚度评分的连续函数.用新提出的修正SMR的连续函数对水电、矿山、公路等57个边坡岩体进行了稳定性分级,剩余标准差为2.180,相关系数为0.996 7,比其他修正SMR法更接近表格式SMR法的评分结果.

关 键 词:边坡岩体分级  拟合精度  离差平方和最小原理  连续函数

High-Accuracy Continuous Function-Based Modification of Slope Mass Rating
ZHANG Julian,SHEN Mingrong.High-Accuracy Continuous Function-Based Modification of Slope Mass Rating[J].Journal of Southwest Jiaotong University,2011,46(1):36-41.
Authors:ZHANG Julian  SHEN Mingrong
Institution:ZHANG Julian1,SHEN Mingrong1,2(1.School of Civil Engineering,Tongji University,Shanghai 200092,China,2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,China)
Abstract:In order to raise fitting accuracy of the existing modified continuous functions for slope mass rating(SMR),based on the least-squares-fit algorithm,the table-form-rating SMR was modified by using new continuous functions.Continuous fitting functions of ratings for point-load strength,uniaxial compressive strength,rock quality designation,discontinuity spacing,persistence,separation width,filling thickness and geometric correction factor for discontinuity and slope surface were proposed.These proposed funct...
Keywords:slope rock mass rating  fitting accuracy  least-squares-fit algorithm  continuous function  
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