[1]罗丽娟,夏香波,陈悦,等.基于投资-效益准则的滑坡抗滑桩结构目标性能[J].水土保持研究,2016,23(01):319-324.
　LUO Lijuan,XIA Xiangbo,CHEN Yue,et al.Target Performance of Anti-Slide Pile Structure in Landslide Based on Investment-Benefit Criteria[J].Research of Soil and Water Conservation,2016,23(01):319-324.
点击复制

基于投资-效益准则的滑坡抗滑桩结构目标性能

《水土保持研究》[ISSN:1005-3409/CN:61-1272/P] 卷: 23 期数: 2016年01期 页码: 319-324 栏目: 出版日期: 2016-02-28
Title:
Target Performance of Anti-Slide Pile Structure in Landslide Based on Investment-Benefit Criteria
作者:
罗丽娟1,2,3, 夏香波1, 陈悦1, 王瑞1, 魏雪妮1
1. 长安大学 建筑工程学院, 西安 710061;
2. 陕西师范大学 旅游与环境学院, 西安 710062;
3. 长安大学 地下结构与工程研究所, 西安 710061
Author(s):
LUO Lijuan1,2,3, XIA Xiangbo1, CHEN Yue1, WANG Rui1, WEI Xueni1
1. School of Civil Engineering, Chang’an University, Xi’an 710061, China;
2. College of Tourism and Environment, Shaanxi Normal University, Xi’an 710062, China;
3. Institute of Underground Structure and Engineering, Chang’an University, Xi’an 710061, China
关键词:
抗滑桩; 黄土滑坡; 投资—效应准则; 目标性能; 全寿命周期费用
Keywords:
anti-slide pile; loess landslide; investment-benefit criteria; target performance; cost in whole life cycle
分类号:
P642.22
摘要:
基于投资—效益准则，从滑坡抗滑桩结构在全寿命周期内总费用的构成和计算方法出发，构建了抗滑桩结构基于投资—效益准则的优化设计模型，通过寻找全寿命周期内总费用的最小值来实现抗滑桩结构设计的目标性能。以陕西省吴起县大路沟滑坡抗滑桩工程为研究背景，详细介绍了抗滑桩结构的初始建造成本和各项失效损失费用的计算方法和公式，以及抗滑桩结构的目标性能表达式。结果表明：抗滑桩结构全寿命周期内总费用的评估是实施基于投资—效益准则优化设计的关键。根据抗滑桩工程所处地的社会经济发展水平，依据钢筋和混凝土材料单价来确定抗滑桩结构的初始建造成本的方法是有效可行的。文中提出的关于滑坡抗滑桩结构目标性能的确定思路和方法具有一定的参考价值。
Abstract:
Based on the investment-benefit criteria, uisng the composition and calculation methods of the total cost of anti-slid pile structure in the whole life cycle, the optimization design model of anti-slide pile structure based on investment-benefit criteria was composed. The target performance of anti-slide pile structure design can be achieved by finding the minimum cost of anti-slide pile structure in the whole life cycle. Then on the basis of anti-slide pile structure of Dalugou loess landslide in Wuqi County of Shaanxi Province, the calculating methods and formulas of initial construction costs and failure costs of anti-slide pile structure, and the target performance expression of anti-slide pile are described in detail. The results show that the assessment of the total cost of anti-slid pile structure in the whole life cycle is the key to implement the optimization design based on investment-benefit criteria. According to the local social and economic development level of the anti-slid pile engineering project, the methods to calculate the initial construction costs of the pile structure based on the unit price of the steel bar and concrete are effective and feasible. The ideas and methods to determine the target performance of anti-slide pile structure have a certain reference value.

参考文献/References:

[1] 罗丽娟,赵法锁.滑坡防治工程措施研究现状与应用综述[J].自然灾害学报,2009,18(4):158-164.
[2] van Noortwijk J M. Explicit formulas for the variance of discounted life-cycle cost[J]. Reliability Engineering & System Safety,2003,80(2):185-195.
[3] Federal Emergency Management Agency (FEMA). NEHRP guidelines for the seismic rehabilitation of building seismic safety council (FEMA Report 273)[R]. Washington D C:FEMA,1997.
[4] Yamanouchi H, Hiraishi H, Ohashi Y, et al. Performance based engineering for structural design of buildings[R]. Japan:Building Research Institute,2000.
[5] Bertero R D, Bertero V V. Performance-based seismic engineering:the need for a reliable conceptual comprehensive approach[J]. Earthquake Engineering & Structural Dynamics,2002,31(3):627-652.
[6] Wen Y K. Minimum lifecycle cost design under multiple hazards[J]. Reliability Engineering & System Safety,2001,73(3):223-231.
[7] 李刚,程耿东.基于投资-效益准则的现有结构抗震加固策略[J].大连理工大学学报,2003,43(4):412-415.
[8] 李刚,程耿东.基于投资-效益准则的结构目标性能水平[J].大连理工大学学报,2005,45(2):166-171.
[9] 王亚勇,岳茂光,李宏男,等.基于不同性能目标的RC结构抗震设计的效益分析[J].土木工程学报,2008,41(3):37-45.
[10] 邹昀,吕西林,朱杰江.基于性能的抗震设计方法在某复杂超高层结构中的应用研究[J].工程力学,2008,25(9):93-99.
[11] 李英民,刘建伟,周自强.基于性能的抗震加固方法在框架结构中的应用[J].建筑结构,2012,42(7):88-92.
[12] 徐自国,肖从真,李勇,等.北京当代MOMA结构基于性能的抗震设计及静力弹塑性分析[J].土木工程学报,2008,41(3):58-64.
[13] 季静,肖启艳,黄超,等.基于性能的钢筋混凝土剪力墙受弯破坏变形限值的研究[J].建筑结构学报,2010,31(9):35-41.
[14] 夏修身,陈兴冲.客运专线桥梁基于性能的抗震设计研究[J].世界地震工程,2010,26(1):40-46.
[15] 张毅刚,杨大彬,吴金志.基于性能的空间结构抗震设计研究现状与关键问题[J].建筑结构学报,2010,31(6):145-152.
[16] 赵法锁,罗丽娟,王雷.基于性能的拱形抗滑桩墙支护结构体系优化设计的思考[J].工程地质学报,2007,15(4):539-544.
[17] 金伟良,宋志刚,赵羽习.工程结构全寿命可靠性与灾害作用下的安全性[J].浙江大学学报:工学版,2006,40(11):1862-1868.
[18] 陈跃,吕西林.基于成本-效益准则的高层RC框架结构优化设计(1):方法[J].自然灾害学报,2010,19(1):110-115.
[19] 吕大刚,于晓辉,宋鹏彦,等.抗震结构最优设防水平决策与全寿命优化设计的简化易损性分析方法[J].地震工程与工程振动,2009,29(4):23-32.
[20] 吴培峰,陈艾荣.基于全寿命设计理念的某长江通道桥概念设计[J].桥梁建设,2007(6):42-45.
[21] 王中文.大型桥梁成本控制与全寿命周期成本分析[J].桥梁建设,2010(2):25-28.
[22] 尹玫,朱合华,闫治国.盾构隧道全寿命周期成本分析方法研究[J].地下空间与工程学报,2010,6(S1):1393-1397.
[23] 孙海,梁立孚,侯钢领.结构最弱失效模式组的优化及投资-效益模型[J].哈尔滨工程大学学报,2009,30(3):262-266.
[24] 卜国雄,谭平,周福霖.基于投资-效益准则的TMD装置的优化设计[J].土木工程学报,2011,44(5):24-31.
[25] 马玉宏,赵桂峰,谭平,等.基础隔震结构全寿命费用研究[J].地震工程与工程振动,2012,32(5):178-185.

相似文献/References:

[1]葛华,刘汉超.对现阶段抗滑桩设计中几个问题的再讨论[J].水土保持研究,2006,13(03):151.
　GE Hua,LIU Han-chao.Further Discussion on Some Questions in Designing Anti-sliding Piles at Present[J].Research of Soil and Water Conservation,2006,13(01):151.
[2]宋保强,任光明,王维早.抗滑桩优化设计在滑坡治理中的应用研究[J].水土保持研究,2007,14(01):196.
　SONG Bao-qiang,REN Guang-ming,WANG Wei-zao.Applied Research of Anti-slide Pile Optimization Design in the Slope[J].Research of Soil and Water Conservation,2007,14(01):196.
[3]王瑞甫.崇遵高速公路开肩堡滑坡稳定性分析及治理[J].水土保持研究,2008,15(04):231.
　WANG Rui-fu.Landslide Analysis and Treatment in the Kaijianbao of Chongzun Expressway[J].Research of Soil and Water Conservation,2008,15(01):231.
[4]周波,彭社琴,赵其华.抗滑桩施工中边坡稳定系数分析[J].水土保持研究,2006,13(04):122.
　ZHOU Bo,PENG She-qin,ZHAO Qi-hua.The Effect of Excavation on the Safety Factor of Slope in Slide-resistant Piles Construction[J].Research of Soil and Water Conservation,2006,13(01):122.
[5]郑苗苗,郑泓,李同录.关中西部大型黄土滑坡滑带土的物理力学特性研究[J].水土保持研究,2016,23(01):343.
　ZHENG Miaomiao,ZHENG Hong,LI Tonglu.Study on Physical-Mechanical Properties of Sliding Soil of Large-Scale Loess Landslides in Western Guanzhong[J].Research of Soil and Water Conservation,2016,23(01):343.
[6]张珊,杨树文,王恒亮.顾及黄土滑坡的兰州市不同等级降雨时空变化特征[J].水土保持研究,2019,26(01):184.
　ZHANG Shan,YANG Shuwen,WANG Hengliang.Spatiotemporal Variation of Rainfall for Different Categories in Lanzhou During 1965-2015 Considering Loess Landslide[J].Research of Soil and Water Conservation,2019,26(01):184.

备注/Memo

收稿日期:2015-09-23;改回日期:2015-10-27。
基金项目:国家自然科学基金项目（41202190）；长安大学中央高校基本科研业务费专项资金资助（2013G3282014，2014G2260009）
作者简介:罗丽娟(1973-),女,山西平遥人,博士后,副教授,主要从事边坡(滑坡)工程与桩基工程等方面的研究。E-mail:luojuan@chd.edu.cn

更新日期/Last Update: 1900-01-01