| Citation: | LAI Guoquan，JIAO Haiping，WU Honggang，et al. Characteristics，disaster mechanism，prevention and treatment and enlightenment of airport high fill landslide in mountainous area：Taking Panzhihua Airport as an example[J]. Bulletin of Geological Science and Technology，2026，45（1）：135-146 doi: 10.19509/j.cnki.dzkq.tb20240216
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Due to the unique engineering geological conditions associated with the mountainous terrain, the construction of airports in such areas has resulted in numerous high-fill slope projects. The primary challenge lies in controlling deformation and ensuring the long-term stability of these high-fill slopes during operation. Taking Panzhihua Airport as a case study, this paper systematically reviews the history of geological hazard history during both the construction and operational phases, and provides a detailed description of the development characteristics of three typical high-fill landslides that occurred during operation.
Through engineering geological investigations and in-situ geotechnical testing, the causes and evolutionary mechanisms of these high-fill landslides are analyzed, and key technologies for landslide control are proposed.
The results indicate that the internal causes including topography conducive to surface water concentration and the specific unidirectional gently inclined slope structure with soft upper and hard lower layers that facilitate rainfall infiltration. The triggering factors are characterized by concentrated rainfall, frequent short-term rainstorms, abundant groundwater, and the tendency to accumulate above relatively impermeable layers. The instability evolution mechanism of the high-fill slope at Panzhihua Airport can be summarized as follows: long-term infiltration of heavy rainfall, rising groundwater level, softening and shear strength degradation of the weak interface at the fill-bedrock contact, push-creep sliding, failure of retaining structures, progressive sliding and shearing, overall slope failure. The construction of high-fill slopes in mountainous airports should focus on controlling the shear strength of weak layers at the fill-bedrock interface and implementing underground drainage systems.
For remediation, anti-slide piles combined with drainage tunnels or catchment wells were adopted to provide strong support and groundwater drainage. Post-construction monitoring confirms satisfactory drainage performance. The results offer valuable references for the deformation mechanisms and remediation strategies in other high-fill projects.
| [1] |
刘宏, 李攀峰, 张倬元. 九寨黄龙机场高填方地基工后沉降预测[J]. 岩土工程学报, 2005, 27(1): 90-93. doi: 10.3321/j.issn:1000-4548.2005.01.015
LIU H, LI P F, ZHANG Z Y. Prediction of the post-construction settlement of the high embankment of Jiuzhai-Huanglong airport[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(1): 90-93. (in Chinese with English abstract doi: 10.3321/j.issn:1000-4548.2005.01.015
|
| [2] |
李秀珍, 许强, 孔纪名, 等. 九寨黄龙机场高填方地基沉降的数值模拟分析[J]. 岩石力学与工程学报, 2005, 24(12): 2188-2193.
LI X Z, XU Q, KONG J M, et al. Numerical modeling analysis of settlements of high fill foundation for Jiuzai-Huanglong airport[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(12): 2188-2193. (in Chinese with English abstract
|
| [3] |
田洪宁. 六盘水月照机场跑道高填方及下伏顺层边坡稳定性研究[D]. 成都: 西南交通大学, 2011.
TIAN H N. Study of the slope stability of Liu Pan Shui Yue Zhao airport runway high embankment and underlying consequent layer[D]. Chengdu: Southwest Jiaotong University, 2011. (in Chinese with English abstract
|
| [4] |
贺林林, 钱进, 赵陈雨, 等. 巫山神女峰机场高填方边坡稳定性分析方法研究[J]. 合肥工业大学学报(自然科学版), 2023, 46(5): 646-651.
HE L L, QIAN J, ZHAO C Y, et al. Study on stability analysis method of high fill slope of Wushan Shennü Peak airport[J]. Journal of Hefei University of Technology (Natural Science), 2023, 46(5): 646-651. (in Chinese with English abstract
|
| [5] |
安鹏, 张杰, 倪万魁, 等. 安康机场罗家河膨胀土高填方沉降变形特征研究[J]. 岩土工程学报, 2023, 45(4): 833-839.
AN P, ZHANG J, NI W K, et al. Settlement and deformation characteristics of high fill of Luojiahe expansive soil in Ankang airport[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(4): 833-839. (in Chinese with English abstract
|
| [6] |
YAO Y P, QI S J, CHE L W, et al. Postconstruction settlement prediction of high embankment of silty clay at Chengde airport based on one-dimensional creep analytical method: Case study[J]. International Journal of Geomechanics, 2018, 18(7): 05018004. doi: 10.1061/(ASCE)GM.1943-5622.0001191
|
| [7] |
黄建, 姚仰平. 高填方边坡失稳时间预测的实用模型[J]. 岩土力学, 2019, 40(10): 4057-4064. doi: 10.16285/j.rsm.2019.0240
HUANG J, YAO Y P. A practical model for predicting the failure time of high fill slope[J]. Rock and Soil Mechanics, 2019, 40(10): 4057-4064. (in Chinese with English abstract doi: 10.16285/j.rsm.2019.0240
|
| [8] |
SONG E X, CAO G X. Characteristics and simplified calculation method of creep settlement of high fill foundation in mountain area[J]. Rock and Soil Mechanics, 2012, 33(6): 1711-1718.
|
| [9] |
涂义亮, 刘新荣, 钟祖良, 等. 机场高填方边坡填筑过程的变形演化规律分析[J]. 地下空间与工程学报, 2019, 15(5): 1442-1450.
TU Y L, LIU X R, ZHONG Z L, et al. Evolution law of deformation of high fill slope of airport during filling process[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(5): 1442-1450. (in Chinese with English abstract
|
| [10] |
CEN D F, HUANG D, REN F. Shear deformation and strength of the interphase between the soil-rock mixture and the benched bedrock slope surface Geotechnica[J]. Acta. Geotechnica, 2017, 12(2): 391-413.
|
| [11] |
曹光栩. 山区机场高填方工后沉降变形研究[D]. 北京: 清华大学, 2012.
CAO G X. Study on post-construction settlement of high fill foundation in mountainous airport[D]. Beijing: Tsinghua University, 2012. (in Chinese with English abstract
|
| [12] |
杨校辉, 朱彦鹏, 周勇, 等. 山区机场高填方边坡滑移过程时空监测与稳定性分析[J]. 岩石力学与工程学报, 2016, 35(增刊2): 3977-3990.
YANG X H, ZHU Y P, ZHOU Y, et al. Time-space monitoring and stability analysis of high fill slope slip process at a airport in mountain region[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(S2): 3977-3990. (in Chinese with English abstract
|
| [13] |
LI P Y, QIAN H, WU J H. Environment: Accelerate research on land creation[J]. Nature, 2014, 510(7503): 29-31. doi: 10.1038/510029a
|
| [14] |
丁秀美. 西南地区复杂环境下典型堆积(填)体斜坡变形及稳定性研究[D]. 成都: 成都理工大学, 2005.
DING X M. A study on the deformation and stability of typical debris & embankment slope with complicated environment in southwestern China[D]. Chengdu: Chengdu University of Technology, 2005. (in Chinese with English abstract
|
| [15] |
王恭先. 滑坡防治方案的选择与优化[J]. 岩石力学与工程学报, 2006, 25(增刊2): 3867-3873.
WANG G X. Selection and optimization of landslide prevention scheme[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S2): 3867-3873. (in Chinese)
|
| [16] |
王恭先. 滑坡防治中的关键技术及其处理方法[J]. 岩石力学与工程学报, 2005, 24(21): 3818-3827.
WANG G X. Key technique in landslide control and its handling measures[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(21): 3818-3827. (in Chinese with English abstract
|
| [17] |
吴红刚, 牌立芳, 赖天文, 等. 山区机场高填方边坡桩–锚–加筋土组合结构协同工作性能优化研究[J]. 岩石力学与工程学报, 2019, 38(7): 1498-1511.
WU H G, PAI L F, LAI T W, et al. Study on cooperative performance of pile-anchor-reinforced soil combined retaining structure of high fill slopes in mountainous airports[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(7): 1498-1511. (in Chinese with English abstract
|
| [18] |
徐邦栋. 滑坡分析与防治[M]. 北京: 中国铁道出版社, 2001: 544-548.
XU B D. Landslide analysis and prevention[M]. Beijing: China Railway Publishing House, 2001: 544-548. (in Chinese)
|
| [19] |
吴红刚, 冯文强, 艾挥, 等. 山区机场高填方边坡工程实践与研究[J]. 防灾减灾工程学报, 2018, 38(2): 385-400. doi: 10.13409/j.cnki.jdpme.2018.02.024
WU H G, FENG W Q, AI H, et al. Engineering practice and research on high fill slope of mountainous airport[J]. Journal of Disaster Prevention and Mitigation Engineering, 2018, 38(2): 385-400. (in Chinese with English abstract doi: 10.13409/j.cnki.jdpme.2018.02.024
|
| [20] |
郭剑峰, 陈正汉, 郭楠. 延安新区高填方工程的变形与水分迁移耦合分析[J]. 岩土工程学报, 2021, 43(增刊1): 143-148. doi: 10.11779/CJGE2021S1026
GUO J F, CHEN Z H, GUO N. Application of incremental nonlinear consolidation theory for unsaturated soil in high fill projects[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 143-148. (in Chinese with English abstract doi: 10.11779/CJGE2021S1026
|
| [21] |
徐则民, 张倬元, 许强, 等. 九寨黄龙机场填方高边坡动力稳定性分析[J]. 岩石力学与工程学报, 2004, 23(11): 1883-1890. doi: 10.3321/j.issn:1000-6915.2004.11.018
XU Z M, ZHANG Z Y, XU Q, et al. Dynamic stability analysis of high fill slope of Jiuzhai-Huanglong airfield[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(11): 1883-1890. (in Chinese with English abstract doi: 10.3321/j.issn:1000-6915.2004.11.018
|
| [22] |
WANG J D, XU Y J, MA Y, et al. Study on the deformation and failure modes of filling slope in loess filling engineering: A case study at a loess mountain airport[J]. Landslides, 2018, 15(12): 2423-2435. doi: 10.1007/s10346-018-1046-5
|
| [23] |
WANG H H, TUO X G, ZHANG G Y, et al. Panzhihua airport landslide (Oct. 3rd 2009) and an emergency monitoring and warning system based on the Internet of Things[J]. Journal of Mountain Science, 2013, 10(5): 873-884. doi: 10.1007/s11629-013-2368-3
|
| [24] |
谢春庆, 刘汉超. 西南地区机场建设中的主要工程地质问题[J]. 地质灾害与环境保护, 2001, 12(2): 32-35. doi: 10.3969/j.issn.1006-4362.2001.02.008
XIE C Q, LIU H C. Important geotechnical engineering problems on airports in Southwest China[J]. Journal of Geological Hazards and Environment Preservation, 2001, 12(2): 32-35. (in Chinese with English abstract doi: 10.3969/j.issn.1006-4362.2001.02.008
|
| [25] |
马闫, 王家鼎, 彭淑君, 等. 黄土贴坡高填方变形破坏机制研究[J]. 岩土工程学报, 2016, 38(3): 518-528. doi: 10.11779/CJGE201603016
MA Y, WANG J D, PENG S J, et al. Deformation and failure mechanism of high sticking loess slope[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 518-528. (in Chinese with English abstract doi: 10.11779/CJGE201603016
|
| [26] |
谢春庆, 潘凯, 廖崇高, 等. 西南某机场高填方边坡滑塌机制分析与处理措施研究[J]. 工程地质学报, 2017, 25(4): 1083-1093. doi: 10.13544/j.cnki.jeg.2017.04.023
XIE C Q, PAN K, LIAO C G, et al. Landslide mechanism and treatment measures for high fill slope at airport in southwestern China[J]. Journal of Engineering Geology, 2017, 25(4): 1083-1093. (in Chinese with English abstract doi: 10.13544/j.cnki.jeg.2017.04.023
|
| [27] |
谷天峰, 王家鼎, 王念秦. 吕梁机场黄土滑坡特征及其三维稳定性分析[J]. 岩土力学, 2013, 34(7): 2009-2016. doi: 10.16285/j.rsm.2013.07.009
GU T F, WANG J D, WANG N Q. Geological features of loess landslide at Lyuliang airport and its 3D stability analysis[J]. Rock and Soil Mechanics, 2013, 34(7): 2009-2016. (in Chinese with English abstract doi: 10.16285/j.rsm.2013.07.009
|
| [28] |
朱才辉, 李宁. 基于修正FDA方法的黄土高填方地基工后沉降分析[J]. 岩石力学与工程学报, 2015, 34(增刊1): 3408-3417. doi: 10.13722/j.cnki.jrme.2013.1553
ZHU C H, LI N. Post-construction settlement analysis of loess-high filled foundation based on modified FDA approach[J]. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(S1): 3408-3417. (in Chinese with English abstract doi: 10.13722/j.cnki.jrme.2013.1553
|
| [29] |
GHIASSIAN H, GHAREH S. Stability of sandy slopes under seepage conditions[J]. Landslides, 2008, 5(4): 397-406. doi: 10.1007/s10346-008-0132-5
|
| [30] |
王林康, 郑子涵, 章广成, 等. 顺层陡倾岩质边坡倾倒模式试验[J]. 地质科技通报, 2025, 44(2): 340-354. doi: 10.19509/j.cnki.dzkq.tb20230550
WANG L K, ZHENG Z H, ZHANG G C, et al. Test study on the toppling mode of steep bedding rock slope[J]. Bulletin of Geological Science and Technology, 2025, 44(2): 340-354. (in Chinese with English abstract doi: 10.19509/j.cnki.dzkq.tb20230550
|
| [31] |
卢操, 晏鄂川, 陈侠廷, 等. 区域滑坡灾害降雨预警的I-D-M阈值模型研究[J]. 地质科技通报, 2025, 44(6): 157-165. doi: 10.19509/j.cnki.dzkq.tb20250216
LU C, YAN E C, CHEN X T, et al. Research on the I-D-M threshold model for regional rainfall-induced landslide hazard early warning at a regional scale[J]. Bulletin of Geological Science and Technology, 2025, 44(6): 157-165. (in Chinese with English abstract doi: 10.19509/j.cnki.dzkq.tb20250216
|
| [32] |
聂超, 韩文喜, 宋柏冰. 西南某机场高填方边坡于不同降雨条件下的变形影响[J]. 科学技术与工程, 2018, 18(3): 174-183. doi: 10.3969/j.issn.1671-1815.2018.03.026
NIE C, HAN W X, SONG B B. Influence of different rainfall conditions on deformation of high fill slope at a airport in the Southwest[J]. Science Technology and Engineering, 2018, 18(3): 174-183. (in Chinese with English abstract doi: 10.3969/j.issn.1671-1815.2018.03.026
|
| [33] |
饶炜博, 陈刚, 邹崇尧, 等. 基于历史样本增强的滑坡智能识别改进算法[J]. 地质科技通报, 2025, 44(4): 48-61. doi: 10.19509/j.cnki.dzkq.tb20240572
RAO W B, CHEN G, ZOU C Y, et al. An improved algorithm for intelligent landslide identification based on historical sample enhancement[J]. Bulletin of Geological Science and Technology, 2025, 44(4): 48-61. (in Chinese with English abstract doi: 10.19509/j.cnki.dzkq.tb20240572
|
| [34] |
龚志红, 李天斌, 龚习炜, 等. 攀枝花机场北东角滑坡整治措施研究[J]. 工程地质学报, 2007, 15(2): 237-243. doi: 10.3969/j.issn.1004-9665.2007.02.017
GONG Z H, LI T B, GONG X W, et al. Remediation measures on the landslide in fill slopes in north-east part of Panzhihua airport[J]. Journal of Engineering Geology, 2007, 15(2): 237-243. (in Chinese with English abstract doi: 10.3969/j.issn.1004-9665.2007.02.017
|
| [35] |
李天斌, 田晓丽, 韩文喜, 等. 预加固高填方边坡滑动破坏的离心模型试验研究[J]. 岩土力学, 2013, 34(11): 3061-3070.
LI T B, TIAN X L, HAN W X, et al. Centrifugal model tests on sliding failure of a pile-stabilized high fill slope[J]. Rock and Soil Mechanics, 2013, 34(11): 3061-3070. (in Chinese with English abstract
|
| [36] |
李天斌, 刘吉, 任洋, 等. 预加固高填方边坡的滑动机制: 攀枝花机场12#滑坡[J]. 工程地质学报, 2012, 20(5): 723-731. doi: 10.3969/j.issn.1004-9665.2012.05.011
LI T B, LIU J, REN Y, et al. Sliding mechanism of high-fill slope with pre-reinforced piles at Panzhihua airport[J]. Journal of Engineering Geology, 2012, 20(5): 723-731. (in Chinese with English abstract doi: 10.3969/j.issn.1004-9665.2012.05.011
|
| [37] |
马翔, 赖国泉. 某山区机场高填方滑坡变形特征分析[J]. 中国地质灾害与防治学报, 2019, 30(4): 16-23. doi: 10.16031/j.cnki.issn.1003-8035.2019.04.03
MA X, LAI G Q. Analysis on deformation monitoring of a high fill landslide in a mountain airport[J]. The Chinese Journal of Geological Hazard and Control, 2019, 30(4): 16-23. (in Chinese with English abstract doi: 10.16031/j.cnki.issn.1003-8035.2019.04.03
|
| [38] |
赖国泉, 焦海平. 井−孔联合疏排高填方滑坡地下水典型案例分析[J]. 中国地质灾害与防治学报, 2024, 35(4): 106-114. doi: 10.16031/j.cnki.issn.1003-8035.202306020
LAI G Q, JIAO H P. Analysis of typical cases of groundwater in high fill landslide with combined well-hole drainage[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(4): 106-114. (in Chinese with English abstract doi: 10.16031/j.cnki.issn.1003-8035.202306020
|
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