膨胀土堑坡稳定性动态风险评估 FAHP模型及工程应用

doi:10.16285/j.rsm.2016.S2.065

›› 2016, Vol. 37 ›› Issue (S2): 502-512.doi: 10.16285/j.rsm.2016.S2.065

膨胀土堑坡稳定性动态风险评估 FAHP模型及工程应用

贺鹏¹，肖杰²，张健¹，徐飞¹，张云鹏¹

1.山东大学岩土与结构工程研究中心，山东济南 250061；2.长沙理工大学特殊土工程研究所，湖南长沙 410004

收稿日期:2016-06-20 出版日期:2016-11-11 发布日期:2018-06-09
作者简介:贺鹏，男，1988年生，博士研究生，主要从事岩土工程灾害预测预警与控制方面研究。
基金资助:
国家自然科学基金重点项目（No. 51139004）；国家自然科学基金（No. 51479106）。

FAHP model of dynamic risk assessment for expansive soil cut slope stability and its engineering application

HE Peng¹, XIAO Jie ², ZHANG Jian¹, XU Fei¹, ZHANG Yun-peng¹

1. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, Shandong 250061, China 2. Research Institute of Special Soil Engineering, Changsha University of Science and Technology, Changsha, Hunan 410004, China

Received:2016-06-20 Online:2016-11-11 Published:2018-06-09
Supported by:
This work was supported by the State Key Program of National Natural Science Foundation of China (51139004) and the National Natural Science Foundation of China (51479106).

摘要/Abstract

摘要： 膨胀土作为“工程中的癌症”在我国分布广泛，为有效评估施工过程中膨胀土堑坡的稳定性状况，基于广西、云南、河南、北京等地22条公路膨胀土路段的调研数据，分析膨胀土堑坡的孕险环境、施工期的致险因子及工后动态反馈信息，遴选出主控膨胀土堑坡稳定性的二级8类24项评价指标。通过统计与理论分析相结合，确立各评定指标的分级标准，并采用层次分析法确定指标权重。基于模糊层次分析法（Fuzzy-AHP）计算各指标相对隶属度向量，最终建立膨胀土堑坡稳定性的动态风险评估模型。针对南友路膨胀土堑坡工程，采用所建评估模型分别进行施工前孕险环境评估与施工期及工后致险因子动态评估，与现场工况的对比分析表明，评估结果与堑坡实际工况吻合性较好，验证了该理论与模型的合理性及实用性，为整个施工过程中膨胀土堑坡稳定性等级动态定量识别提供了一种有效的方法和途径。

关键词: 膨胀土堑坡, 动态风险评估, Fuzzy-AHP理论, 评价指标, 工程应用

Abstract: As “the cancer of the engineering”, expansive soil is widely distributed in China. To systematically evaluate the risk grade of expansive soil cut slope stability during construction, based on research results of 22 expansive soil road sections constructed in Guangxi, Yunnan, Henan, Beijing of China, the risk surroundings, factors and feedback information of risk management are analyzed; and the hierarchy model is established consisting of two indexes layer with 8 main evaluation indices. Grading standard of evaluation indices are established by statistics and theoretical analysis; and the weights of evaluation indices are obtained by using analytic hierarchy process. The dynamic recognition model of expansive soil cut slope stability is eventually established by using fuzzy recognition theory and analytic hierarchy process (FAHP). The preliminary assessment of risk surroundings and secondary dynamic assessment of risk factors and feedback information of expansive soil cut slope of Nanyou road was carried out by using the established model; and then the calculated results are compared with field situation. The results indicate that the assessment results are basically in a good agreement with the observed results, so as to verify the rationality and practicability of the proposed model. The dynamic risk assessment methodology and model can provide a powerful tool for quantitative assessment of expansive soil cut slopes stability during the whole construction process.

Key words: expansive soil cut slope, dynamic risk assessment of slope stability, Fuzzy-AHP theory, evaluation indices, engineering applications

中图分类号:

TU 473

贺鹏，肖杰，张健，徐飞，张云鹏，. 膨胀土堑坡稳定性动态风险评估 FAHP模型及工程应用[J]. , 2016, 37(S2): 502-512.

HE Peng , XIAO Jie , ZHANG Jian , XU Fei , ZHANG Yun-peng,. FAHP model of dynamic risk assessment for expansive soil cut slope stability and its engineering application [J]. , 2016, 37(S2): 502-512.

参考文献

相关文章 15

[1]	陈炳瑞, 吴昊, 池秀文, 刘辉, 伍梦蝶, 晏俊伟, . 基于STA/LTA岩石破裂微震信号实时识别算法及工程应用[J]. 岩土力学, 2019, 40(9): 3689-3696.
[2]	陈正汉, 郭楠、. 非饱和土与特殊土力学及工程应用研究的新进展[J]. 岩土力学, 2019, 40(1): 1-54.
[3]	陈上元, 赵菲, 王洪建, 袁广祥, 郭志飚, 杨军, . 深部切顶沿空成巷关键参数研究及工程应用[J]. 岩土力学, 2019, 40(1): 332-342.
[4]	吴曙光，付红梅，张岩岩，. 拉压分散型锚索锚固机制及工程应用研究[J]. , 2018, 39(6): 2155-2163.
[5]	李术才，贺鹏，李利平，张乾青，石少帅，徐飞，刘洪亮. 隧道岩质围岩亚级分级可靠度分析方法及其工程应用[J]. , 2018, 39(3): 967-376.
[6]	林姗，李春光，孙冠华，王水林，杨永涛，. 二维接触问题的互补算法及工程应用[J]. , 2018, 39(10): 3863-3874.
[7]	张传庆，卢景景，陈珺，周辉，杨凡杰. 岩爆倾向性指标及其相互关系探讨[J]. , 2017, 38(5): 1397-1404.
[8]	李召峰，李术才，刘人太，蒋宇静，张庆松，杨磊，沙飞，陈泊涵，王宏亮,. 富水破碎岩体注浆加固材料试验研究与应用[J]. , 2016, 37(7): 1937-1946.
[9]	高文生，刘金砺，赵晓光，邱明兵. 关于预应力混凝土管桩工程应用中的几点认识[J]. , 2015, 36(S2): 610-616.
[10]	郑刚，郭一斌，聂东清，刁钰，刘畅. 大面积基坑多级支护理论与工程应用实践[J]. , 2014, 35(S2): 290-298.
[11]	夏开宗，陈从新，周意超，王永卫，付华，欧哲. 基于Hoek建议的非线性关系求取岩体抗剪强度的算法及工程应用[J]. , 2014, 35(6): 1743-1750.
[12]	李守巨，于申，张军，田泽润，. 混凝土面板堆石坝蠕变沉降经验模型及其应用[J]. , 2013, 34(S2): 252-256.
[13]	周宗青，李术才，李利平，石少帅，宋曙光，王凯 . 岩溶隧道突涌水危险性评价的属性识别模型及其工程应用[J]. , 2013, 34(3): 818-826.
[14]	廖一蕾，张子新，张冠军. 大直径盾构进出洞加固体稳定性判别方法研究[J]. , 2011, 32(S2): 256-260.
[15]	聂利超，李术才，刘斌，苏茂鑫，薛翊国1，路为1, 2，孙怀凤1. 电阻率层析成像法探测滑坡面正演模拟与反演成像研究[J]. , 2011, 32(9): 2873-2879.

Metrics

Viewed

Full text

Abstract

Cited

Shared

Discussed

膨胀土堑坡稳定性动态风险评估 FAHP模型及工程应用

FAHP model of dynamic risk assessment for expansive soil cut slope stability and its engineering application

PDF (Chinese)

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

Metrics

本文评价

推荐阅读 0