滑坡稳定性评价及治理工程设计软件Slope Designer
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摘要
主要介绍了Slop eDesigne r1.2的设计开发思路和主要功能。该软件是基于Windows面向对象技术开发的滑坡稳定性评价与治理工程设计的一体化工程软件,采用Visual C++进行程序设计,包括稳定性分析子模块和抗滑桩设计子模块2部分,可对地震作用、暴雨等不同工况下的滑坡进行稳定性评价和推力计算,并能够对(锚拉)抗滑桩(弹性桩、刚性桩)的弯矩、剪力及侧应力进行计算,最后根据内力计算结果完成配筋计算。在三峡库区兴山县二里半滑坡的应用研究表明,该软件具有很好的工程实用性。
This paper introduces the design method and main function of Slope Designer(Version 1.2)for landslide stability evaluation and improvement design.This software is developed with object oriented method,and is an integrative engineering software used for landslide stability evaluation and improvement design.Developed with Viual C++,including stability analysis module and anti-slide module,the software can be used for calculating the stability coefficient and residual pushing force in different design cases such as earthquake,rainstorm etc.Then on the basis of analysis of residual pushing force curve,the moment,shearing force and lateral stress of the anti-slide pile can be calculated by the software.The application to Eliban landslide in Xingshan County of the Three Gorges Reservoir area shows that the software is effective and practical.
This paper introduces the design method and main function of Slope Designer(Version 1.2)for landslide stability evaluation and improvement design.This software is developed with object oriented method,and is an integrative engineering software used for landslide stability evaluation and improvement design.Developed with Viual C++,including stability analysis module and anti-slide module,the software can be used for calculating the stability coefficient and residual pushing force in different design cases such as earthquake,rainstorm etc.Then on the basis of analysis of residual pushing force curve,the moment,shearing force and lateral stress of the anti-slide pile can be calculated by the software.The application to Eliban landslide in Xingshan County of the Three Gorges Reservoir area shows that the software is effective and practical.
引文
[1]易顺民,晏同珍.滑坡时空结构的分析特征及其意义[C]∥《滑坡文集》编委会.滑坡文集:13集.北京:中国铁道出版社,1998:33-37.
[2]许强,黄润秋,巨能攀,等.滑坡治理方案的计算机辅助设计系统(Slope-CAD)的开发与研究[J].中国地质灾害与防治学报,2000,11(4):33-38.
[3]殷跃平.长江三峡工程库区滑坡防治工程设计与施工技术规程[M].北京:地质出版社,2001.
[4]戴自航,沈蒲生.圆弧滑面滑坡推力的数值解研究[J].地质与勘探,2004,40(3):93-96.
[5]李智毅,杨裕云.工程地质学概论[M].武汉:中国地质大学出版社,1994.
[6]Day R A.Net Pressure Analysis of Cantilever Sheet Pile Walls[J].Geotechnique,1999,49(2):231-245.
[7]李绍臣,芮勇勤,申力.计算机在抗滑桩设计中的应用[J].东北煤炭技术,1997,(2):62-65
[8]唐辉明.长江三峡工程水库塌岸与治理工程研究[J].第四纪研究,2003,23(6):648-656.
[2]许强,黄润秋,巨能攀,等.滑坡治理方案的计算机辅助设计系统(Slope-CAD)的开发与研究[J].中国地质灾害与防治学报,2000,11(4):33-38.
[3]殷跃平.长江三峡工程库区滑坡防治工程设计与施工技术规程[M].北京:地质出版社,2001.
[4]戴自航,沈蒲生.圆弧滑面滑坡推力的数值解研究[J].地质与勘探,2004,40(3):93-96.
[5]李智毅,杨裕云.工程地质学概论[M].武汉:中国地质大学出版社,1994.
[6]Day R A.Net Pressure Analysis of Cantilever Sheet Pile Walls[J].Geotechnique,1999,49(2):231-245.
[7]李绍臣,芮勇勤,申力.计算机在抗滑桩设计中的应用[J].东北煤炭技术,1997,(2):62-65
[8]唐辉明.长江三峡工程水库塌岸与治理工程研究[J].第四纪研究,2003,23(6):648-656.
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