OALib Journal期刊
ISSN: 2333-9721
费用:99美元
基于可靠度的重力式挡土墙断面优化设计
DOI: 10.3969/j.issn.1674-0696.2014.05.21 , PP. 95-97
Keywords: 岩土工程 ,重力式挡土墙 ,可靠度 ,优化设计 ,geotechnicalengineering ,gravityretainingwall ,reliability ,optimumdesign
Abstract:
:?传统的重力式挡土墙设计中,未考虑设计变量的随机性,不能做到经济性与安全性的统一。介绍了基于可靠度的重力式挡土墙断面优化设计,考虑到各设计变量的随机性,以重力式挡土墙的截面面积为目标函数,以抗滑、抗倾覆目标可靠度及截面构造要求为约束条件,应用通用数学求解器LINGO对重力式挡土墙进行优化设计,得到的挡土墙断面尺寸结果,不仅满足承载能力要求,而且满足可靠度需求。与传统的设计相比,做到了安全性与经济效益两者的结合,为工程建设带来更大的效益。
References
[1] [4]赵国藩,曹居易,张宽权.工程结构可靠度[M].北京:水利电力出版社,1984.
[2] Zhao Guofan,Cao Juyi,Zhang Kuanquan.Reliability of Engineering Structure [M].Beijing:Water Conservancy and Electric Power Press,1984.
[3] [5]苏志业,张少钦.基于ANSYS的重力式挡土墙断面优化设计[J].南昌航空大学学报,2010,24(4):79-84.
[4] Suzhiye,Zhang Shaoqin.Optimization design of gravity retaining wall section based on ANSYS [J].Journal of Nanchang Institute of Aeronautical Technology,2010,24(4):79-84.
[5] [6]彭胤宗,刘兴奇,刘昌清.重力式挡土墙稳定性可靠度的探讨[R].广州:铁路地质和路基工程情报中心,1990.
[6] Peng Yinzong,Liu Xingqi,Liu Changqing.Discussion of Gravity Retaining Wall Stability Reliability [R].Guangzhou:Railway Geological and Subgrade Information Center,1990.
[7] [7]袁健,黄太华.挡土墙截面设计直接计算方法[J].岩土工程技术,2007,21(2):83-85.
[8] Yuan Jian,Huang Taihua.Direct calculation method for cross-section design of retaining wall [J].Geotechnical Engineering Technique,2007,21(2):83-85.
[9] [1]交通部第二公路勘察设计院.路基 [M].2版.北京:人民交通出版社,1997.
[10] The Ministry of Communications Second Highway Survey and Design Institute.Subgrade[M].2nd ed.Beijing:China Communications Press,1997.
[11] [2]陈琼.重力式挡土墙优化设计[J].科技资讯,2009(32):53,55.
[12] Chen Qiong.Optimization design of gravity retaining wall [J].Science and Technology Information,2009(32):53,55.
[13] [3]王俊奇.重力式挡土墙的可靠度优化设计[J].工程力学,1998(A01):703-708.
[14] Wang Junqi.Reliability optimization design of gravity retaining wall [J].Engineering Mechanics,1998(A01):703-708.
[15] [8]黄太华,袁健.关于重力式挡土墙截面尺寸确定方法的探讨[J].岩土工程技术,2004,18(5):242-243,247.
[16] Huang Taihua,Yuan Jian.Determination method for the size of cross section of self-weight type retaining wall [J].Geotechnical Engineering Technique,2004,18(5):242-243,247.
Full-Text
Contact Us
service@oalib.com
QQ:3279437679
WhatsApp +8615387084133