贵州惠罗高速公路缓倾顺层基岩滑坡治理方案分析
-
摘要: 为设计惠罗高速公路K72+705~MK0+200段右侧滑坡防护方案,本文根据野外地质调绘确定主滑方向及滑动规律,利用钻探工作揭露滑体、滑带、滑床岩性、产状及规模,运用工程地质类比法及力学稳定性分析确定防护比选方案,对方案存在问题进行探讨,最后综合各方因素以及施工安全,确定应急抢险治理设计方案。
-
-
[1] [1]蒋永生.毕-都K141含煤地层高路堑边坡破坏特征及治理研究[J].交通科技,2016(04):98-101. JIANG Yongsheng. Research on destruction characteristics and managements of K141 coal strata high cutting slope in bijie-duge expressway[J]. Transportation Science and Technology,2016(04):98-101.
[2] [2]黄润秋,赵建军,巨能攀,等. HUANG Runqiu, ZHAO Jianjun, JU Nengpan,et al. Study on deformation mechanism and control method of bedding rock slope along tangtun expressway[J].Chinese Journal of Rock Mechanics and Engineering,2007(02):239-246.
[3] [3]夏开宗,陈从新,刘秀敏,等. XIA Kaizong, CHEN Congxin, LIU Xiumin,et al. Analysis on sliding failure mechanism of cently inclined bedding compound rock mass slope under hyduaulic pressure[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(S2):3766-3775.
[4] [4]吕美君,晏鄂川,程江涛.近水平岩层滑坡启动的临界水柱高度分析[J].岩土力学,2008(01):207-211. LV Meijun, YAN Echuan, CHENG Jiangtao. Study on critical depth of fracture water for nearly horizontal strata landslide[J]. Rock and Soil Mechanics,2008(01):207-211.
[5] [5]陈志敏.膨胀性顺(互)层边坡崩塌机制研究[J].岩石力学与工程学报,2016,35(S2):3785-3793. CHEN Zhimin. Study on collapse mechanism of expansive bedding layered slope [J].Chinese Journal of Rock Mechanics and Engineering,2016,35(S2):3785-3793.
[6] [6]范刚,张建经,付晓.含软弱夹层顺层岩质边坡传递函数及其应用研究[J].岩土力学,2017,38(04):1052-1059. FAN Gang, ZHANG Jianjing, FU Xiao,Research on transfer of bedding rock slope with soft interlayers and its application[J]. Rock and Soil Mechanics,2017,38(04):1052-1059.
[7] [7]许 强,范宣梅,李 园,等. XU Qiang,FAN Xuanmei, LI Yuan,et al. Formation condition, genetic mechanism and treatment measures of plate-shaped landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(02):242-250.
[8] [8]袁 奇,龙 维,刘 品,等. YUAN Qi, LONG Wei, LIU Pin,et al. Research on supporting and retaining of bedding slope for soft rock subgrade in xialiha expressway[J]. Technology of Highway and Transpor,2016,32(03):19-22.
[9] [9]谢海文,吴维义. 某泥质顺层边坡变形机制及防治技术研究[J].公路交通科技(应用技术版),2017,13(07):163-165. [10] [10]孙旭东.贵州省罗望高速ZK52+735~ZK53+100段左侧滑坡成因及治理措施[J].中国水运(下半月),2017,17(09):242-243. [11] [11]吴 辉. WU hui. Mountain highway problem analysis and research in guizhou[J].Research of Soil and Water Consearvation, 2007(05):221-224.
[12] [12]王蓉蓉,袁奇,袁鑫.含水量对顺层坡风化界面剪切特性试验研究[J].科学技术与工程,2016,16(20):243-246. WANG Rongrong, YUAN Qi, YUAN Xin. Experimental study on shear properties of water content for bedding slope weathered interface[J]. Science Technology and Engineering,2016,16(20):243-246.
[13] [13]JTG D30—2015 公路路基设计规范[S].北京:人民交通出版社,2015 -
期刊类型引用(6)
1. 强新刚,李嘉昊,叶堃,李嘉雨,张广泽. 西南山区高陡岩质边坡破坏模式及路径分析——以博瓦水电站左岸边坡为例. 岩土工程技术. 2024(06): 732-739 . 百度学术
2. 张敏,剪鑫磊,毛东升,曾探,黄健. 汽车振动作用下含软弱层顺向桥基岸坡动力响应规律研究. 成都理工大学学报(自然科学版). 2023(05): 577-587 . 百度学术
3. 周玮. 高速公路路基边坡的滑塌防护设计研究. 运输经理世界. 2021(20): 32-34 . 百度学术
4. 左桂四. 湖南怀新高速公路某路堑滑坡成因及稳定性分析. 地质灾害与环境保护. 2020(01): 44-50 . 百度学术
5. 邢显波,谢涛,杨明宇,董均奎. 贵州省盘州市地质灾害防治技术研究. 能源与环保. 2020(11): 56-60+66 . 百度学术
6. 袁奇,王润. 顺层砂质页岩滑坡治理方案研究. 交通科技. 2019(02): 60-62 . 百度学术
其他类型引用(13)
计量
- 文章访问数: 651
- HTML全文浏览量: 15
- PDF下载量: 493
- 被引次数: 19