河北省顺平县李思庄滑坡稳定性分析

王惠卿; 丰成君; 戚帮申; 王继明; 孙明乾; 杨肖肖; 万佳威; 范玉璐; 张鹏; 孟静; 谭成轩

doi:10.12090/j.issn.1006-6616.2020.26.04.052

河北省顺平县李思庄滑坡稳定性分析

doi: 10.12090/j.issn.1006-6616.2020.26.04.052

王惠卿^{1, 2,},
丰成君^{1, 2, ,},
戚帮申³,
王继明⁴,
孙明乾^{1, 2},
杨肖肖^{1, 2},
万佳威^{1, 2, 5},
范玉璐^{1, 2},
张鹏^{1, 2},
孟静^{1, 2},
谭成轩^{1, 2}

1.
中国地质科学院地质力学研究所, 北京 100081
2.
新构造运动与地质灾害重点实验室, 北京 100081
3.
北京市地质勘察技术院, 北京 100120
4.
中国联合工程有限公司, 浙江杭州 310051
5.
中国地质大学(北京), 北京 100083

基金项目:

中国地质调查局地质调查项目 DD20190317

详细信息

作者简介:
王惠卿(1992-), 女, 在读博士, 主要从事工程地质、地质灾害、构造应力场研究。E-mail:huiqing_wang@foxmail.com

通讯作者:
丰成君(1985-), 男, 副研究员, 硕士生导师, 主要从事构造应力场、地质灾害和区域地壳稳定性评价研究。E-mail:feng2010618@aliyun.com

中图分类号: TU42
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- 被引次数: 0
出版历程
- 收稿日期: 2020-06-15
- 修回日期: 2020-07-05
- 刊出日期: 2020-08-01

Analysis of the stability of the Lisizhuang landslide in Shunping County, Hebei Province

WANG Huiqing^{1, 2
,},
FENG Chengjun^{1, 2
, ,},
QI Bangshen³,
WANG Jiming⁴,
SUN Mingqian^{1, 2},
YANG Xiaoxiao^{1, 2},
WAN Jiawei^{1, 2, 5},
FAN Yulu^{1, 2},
ZHANG Peng^{1, 2},
MENG Jing^{1, 2},
TAN Chengxuan^{1, 2}

1.
Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081, China
2.
Key Laboratory Neotectonic Movement & Geohazard, Ministry of Natural Resources, Beijing 100081, China
3.
Beijing Institute of Geo-exploration Technology, Beijing 100120, China
4.
China United Engineering Corporation Limited, Hangzhou 310051, Zhejiang, China
5.
China University of Geosciences(Beijing), Beijing 100083, China

摘要

摘要: 李思庄滑坡为河北省顺平县境内潜在危险性最大的一残坡积堆积层滑坡，近年由于削坡建房，滑坡稳定性降低，极端降雨条件下存在复活可能。在野外调查确定滑坡结构特征的基础上，采用改进Mein-Larson降雨入渗模型分析不同降雨强度及持时对李思庄滑坡安全系数影响，运用有限差分软件FLAC^3D计算分析该滑坡在天然和极端降雨工况下的稳定状态。研究结果表明：天然状态下，边坡潜在滑移面为基岩与残坡积层分界面，边坡安全系数为1.18，未发生失稳破坏；随降雨历时增加，潜在滑移面由基岩与残坡积层分界面转移到湿润峰面，当湿润峰达到基岩与残坡积层分界面，边坡安全系数为0.83，属不稳定状态。并对李思庄滑坡初步提出设置挡土墙和截排水沟的治理建议。
- 堆积层滑坡 /
- 稳定性 /
- Mein-Larson降雨入渗模型 /
- FLAC^3D
Abstract: The Lisizhuang landslide is the most potentially dangerous accumulation landslide in a residual slope accumulation layer. The toe of the landslide slope was cut to meet the need of construction land, reducing the stability of the landslide. Under the extreme rainfall conditions, the landslide may revive. Based on the field survey, the structural characteristics and main factors affecting the stability of the Lisizhuang landslide are determined. An improved Mein-Larson rainfall infiltration model was utilized to analyze the influence of different rainfall intensities and durations on the safety factor of the landslide. And the finite difference software FLAC^3D was used to simulate the stability of the landslide under natural conditions and extreme rainfall conditions. The results show that:In the natural state, the potential slip surface of the slope is the interface between the bedrock and the residual slope, and the safety factor is 1.18. The landslide stays stable. With the increase of the rainfall duration, the potential slip surface is transferred from the interface between the bedrock and the residual slope to the wetting front. When the wetting front reaches the boundary between the bedrock and the residual slope, the numerical simulation shows that the safety factor of the landslide is 0.83, and the landslide is unstable. Retaining wall and drainage ditch for slope treatments of the Lisizhuang landslide are put forward in this paper.
- accumulation landslide /
- stability /
- Mein-Larsonrn rainfall infiltration model /
- FLAC^3D
注释:

责任编辑：范二平

HTML全文

图 1 河北省顺平县李思庄滑坡

Figure 1. Field photos of the Lisizhuang landslide in Shunping County, Hebei Province

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图 2 李思庄滑坡平面图

Figure 2. Plan view of the Lisizhuang landslide

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图 3 李思庄滑坡剖面图

Figure 3. Profile of the Lisizhuang landslide

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图 4 1990—2019年顺平县的最大日降雨量

Figure 4. Maximum daily rainfall in Shunping county from 1990 to 2019

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图 5 滑体浸润深度随降雨历时变化规律

Figure 5. Curves of infiltration depth with rainfall duration of the Lisizhuang landslide

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图 6 滑体入渗安全系数随降雨历时变化规律

Figure 6. Curves of safety factor with rainfall duration of the Lisizhuang landslide

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图 7 数值计算模型

Figure 7. Numerical calculation model

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图 8 天然工况下和位移云图

Figure 8. Displacement nephogram sum under natural conditions

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图 9 天然工况下剪应变增量云图

Figure 9. Shear strain rate nephogram under natural conditions

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图 10 天然工况下塑性区分布

Figure 10. Plastic zone under natural conditions

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图 11 极端降雨工况下和位移云图

Figure 11. Displacement sum nephogram under extreme rainfall conditions

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图 12 极端降雨工况下剪应变增量云图

Figure 12. Shear strain rate nephogram under extreme rainfall conditions

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图 13 极端降雨工况下塑性区分布

Figure 13. Plastic zone under extreme rainfall conditions

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表 1 改进Mein-Larson降雨入渗模型岩土体物理力学参数

Table 1. Physical and mechanical parameters of the Lisizhuang landslide based on the improved Mein-Larson rainfall infiltration model

残余含水率 θ_r/%	饱和含水率 θ_s/%	曲线拟合参数 α/m^-1	曲线拟合参数 n	饱和渗透系数 k_s/（m·s^-1）	土的重度 γ_t/（kN·m^-3）	有效内摩擦角 φ′/（°）	有效黏聚力 c′/kPa	材料属性 φ^b/（°）
1.5	25	3.5	1.5	5.78×10^-6	22.2	19	3.5	25

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表 2 F_s=1时各降雨强度失稳所需历时

Table 2. Duration required for instability at each rainfall intensity when F_s=1

降雨强度/（mm/d）	300	250	200	150	100	50
降雨历时/h	18	20	24	30	40	62
潜在滑移面深度/m	2.3	1.9	1.9	1.8	1.7	1.6

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表 3 数值模拟岩土体物理力学参数

Table 3. Numerical simulation values of physical and mechanical parameters of the rock and soil mass

岩性	密度/（g·cm^-3）	弹性模量/MPa	泊松比μ	粘聚力/kPa	内摩擦角/（°）
基岩	2.95	37700	0.37	35000	47
滑体（天然状态）	1.87	8.5	0.35	5.5	27
滑体（极端降雨状态）	2.22	6.6	0.37	3.5	19
冲洪积物	1.82	9.0	0.30	65	31

下载: 导出CSV

参考文献(73)

DING X M, LIU G S, HUANG R Q, et al., 2004. Shear strain increment applying in stability studying of debris slope[J]. Advance in Earth Sciences, 19(S1):318-323. (in Chinese with English abstract) http://search.cnki.net/down/default.aspx?filename=DXJZ2004S1064&dbcode=CJFD&year=2004&dflag=pdfdown

DU Y B, ZHENG G, JIANG L W, et al., 2010. 3D numerical simulation of slope stability of Lancangjiang bridge on Dali-Ruili railway[J]. Journal of Geomechanics, 16(1):108-114. (in Chinese with English abstract) http://www.zhangqiaokeyan.com/academic-journal-cn_journal-geomechanics_thesis/0201253296625.html

FREDLUND D G, RAHARDJO H, 1993. Soil mechanics for unsaturated soils[M]. New York:John Wiley and Sons.

JIAN W B, HUANG C H, LUO Y H, et al., 2020. Experimental study on wetting front migration induced by rainfall infiltration in unsaturated eluvial and residual soil[J]. Rock and Soil Mechanics, 41(4):1123-1133. (in Chinese with English abstract)

JIANG Z M, XIONG X H, ZENG L, 2014. Unsaturated seepage analysis of slope under rainfall condition based on FLAC3D[J]. Rock and Soil Mechanics, 35(3):855-860. (in Chinese with English abstract) http://www.zhangqiaokeyan.com/academic-journal-cn_rock-soil-mechanics_thesis/0201252048265.html

LI A G, YUE Z Q, THAM L G, et al., 2003. Soil moisture and suction measurement and its effect on slope stability[J]. Chinese Journal of Geotechnical Engineering, 25(3):278-282. (in Chinese with English abstract) http://www.researchgate.net/publication/296599687_Soil_moisture_and_suction_measurement_and_its_effect_on_slope_stability

LI H R, ZHANG P, WANG S N, et al., 2018. A study of the influence of rainfall on slope stability along the tendency of coal measure strata[J]. Journal of Geomechanics, 24(6):836-848. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-DZLX201806018.htm

LI H Q, SUN H Y, SUN X M, et al., 2009. Influence of rainfall infiltration on slopes by physical model test[J]. Chinese Journal of Geotechnical Engineering, 31(4):589-594. (in Chinese with English abstract) http://www.researchgate.net/publication/290038453_Influence_of_rainfall_infiltration_on_slopes_by_physical_model_test

LI N, XU J C, QIN Y Z, 2012. Research on calculation model for stability evaluation of rainfall-induced shallow landslides[J]. Rock and Soil Mechanics, 33(5):1485-1490. (in Chinese with English abstract) http://www.researchgate.net/publication/288407154_Research_on_calculation_model_for_stability_evaluation_of_rainfall-induced_shallow_landslides

LI T B, TIAN X L, HAN W X, et al., 2013. Centrifugal model tests on sliding failure of a pile-stabilized high fill slope[J]. Rock and Soil Mechanics, 34(11):3061-3070. (in Chinese with English abstract) http://www.zhangqiaokeyan.com/academic-journal-cn_rock-soil-mechanics_thesis/0201252052539.html

LIU X X, XIA Y Y, CAI J J, et al., 2007. Study on stability of high-filled embankment slope of highly weathered soft rock under rainfall infiltration[J]. Rock and Soil Mechanics, 28(8):1705-1709. (in Chinese with English abstract) http://www.researchgate.net/publication/293266983_Study_on_stability_of_high-filled_embankment_slope_of_highly_weathered_soft_rock_under_rainfall_infiltration

LIU X Y, ZHANG Y S, GUO C B, et al., 2019. Development characteristics and evolution process of the Garazong ancient rockslide along the Xianshuihe River in western Sichuan[J]. Acta Geologica Sinica, 93(7):1767-1777. (in Chinese with English abstract) http://www.zhangqiaokeyan.com/academic-journal-cn_acta-geologica-sinica_thesis/0201272958233.html

MEIN R G, LARSON C L, 1973. Modeling infiltration during a steady rain[J]. Water Resources Research, 9(2):384-394. doi: 10.1029/WR009i002p00384/full

OH W T, VANAPALLI S K, 2010. Influence of rain infiltration on the stability of compacted soil slopes[J]. Computers and Geotechnics, 37(5):649-657. doi: 10.1016/j.compgeo.2010.04.003

PAN Y L, JIAN W X, LI L J, et al., 2020. Research on rainfall infiltration law of granite residual soil slope based on improved Green-Ampt model[J]. Rock and Soil Mechanics, 41(8):1-8. (in Chinese with English abstract). DOI: 10.16285/j.rsm.2019.1734.

QIN X H, LIU D S, SONG Q H, et al., 2016. Infiltration model of bedrock laminar slope under heavy rainfall and its stability analysis[J]. Rock and Soil Mechanics, 37(11):3156-3164. (in Chinese with English abstract) http://www.researchgate.net/publication/311431886_Infiltration_model_of_bedrock_laminar_slope_under_heavy_rainfall_and_its_stability_analysis

RAHIMI A, RAHARDJO H, LEONG E C, 2010. Effect of hydraulic properties of soil on rainfall-induced slope failure[J]. Engineering Geology, 114(3-4):135-143. doi: 10.1016/j.enggeo.2010.04.010

TANG D, LI D Q, ZHOU C B, et al., 2013. Slope stability analysis considering antecedent rainfall process[J]. Rock and Soil Mechanics, 34(11):3239-3248. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-YTLX201311032.htm

WANG D J, TANG H M, LI C D, et al., 2016. Stability analysis of colluvial landslide due to heavy rainfall[J]. Rock and Soil Mechanics, 37(2):439-445. (in Chinese with English abstract) http://www.zhangqiaokeyan.com/academic-journal-cn_rock-soil-mechanics_thesis/0201252044137.html

WANG L F, LI L G, YANG X, 2018. Instability initiation mechanism of gravel soil slope in Three Gorges Reservoir:case study of Hongyanzi landslide in Wushan county[J]. Chinese Journal of Geotechnical Engineering, 40(S2):209-214. (in Chinese with English abstract)

WANG R B, XIA R, XU W Y, et al., 2019. Study on physical simulation of rainfall infiltration process of landslide accumulation body[J]. Advanced Engineering Sciences, 51(4):47-54. (in Chinese with English abstract)

WANG W Z, XU Q, ZHENG G, et al., 2016. Centrifugal model tests on sliding failure of gentle debris slope under rainfall[J]. Rock and Soil Mechanics, 37(1):87-95. (in Chinese with English abstract) http://www.zhangqiaokeyan.com/academic-journal-cn_rock-soil-mechanics_thesis/0201252044035.html

WU J B, CHEN X F, YANG Y, et al., 2015. Detailed investigation report on 1: 50000 geological disasters in Shunping County, Hebei Province[R]. (in Chinese)

WU H Z, FENG M G, JIAO Y Y, et al., 2010. Analysis of sliding mechanism of accumulation horizon landslide under rainfall condition[J]. Rock and Soil Mechanics, 31(S1):324-329. http://en.cnki.com.cn/Article_en/CJFDTOTAL-YTLX2010S1053.htm

WU Z X, YANG J, QIU T Q, et al., 2018. Application of the random field method based on FELA in the analysis of slope excavation stability considering rainfall infiltration[J]. Journal of Geomechanics, 24(6):813-821. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-DZLX201806015.htm

XIONG Y, LIU K, FAN W, 2018. Analysis on internal dynamic geological genesis of shallow landslide in Qin-Ba mountain area[J]. Journal of Geomechanics, 24(3):424-431. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-DZLX201803056.htm

XU J C, SHANG Y Q, CHEN K F, et al., 2005. Analysis of shallow landslide stability under intensive rainfall[J]. Chinese Journal of Rock Mechanics and Engineering, 24(18):3246-3251. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTOTAL-YSLX200518006.htm

YIN Y, WANG H, GAO Y, et al., 2010. Real-time monitoring and early warning of landslides at relocated Wushan Town, the Three Gorges Reservoir, China[J]. LANDSLIDES, 7(3):389-389. doi: 10.1007/s10346-010-0231-y

YAN S J, TANG M H, XIANG W, 2007. Effect of rainfall on the stability of landslides[J]. Hydrogeology & Engineering Geology, 34(2):33-36.(in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTOTAL-SWDG200702007.htm

YAN G Q, YIN Y P, HUANG BOLIN, et al., 2019. Formation mechanism and deformation characteristics of Jinjiling landslide in Wushan, Three Gorges Reservoir region[J]. Rock and Soil Mechanics, 40(S1):329-340.(in Chinese with English abstract) doi: 10.1007/s10346-019-01234-3

ZHANG J, HAN T C, DOU H Q, et al., 2014. Stability of loess slope considering infiltration zonation[J]. Journal of Central South University (Science and Technology), 45(12):4355-4361. (in Chinese with English abstract)

ZHANG P W, LIU D F, HUANG D H, et al., 2003. Saturated-unsaturated unsteady seepage flow numerical simulation[J]. Rock and Soil Mechanics, 24(6):927-930. (in Chinese with English abstract) http://www.researchgate.net/publication/292821799_Saturated-unsaturated_unsteady_seepage_flow_numerical_simulation

ZHANG Q, XU Q, YI J S, et al., 2016. Rainfall infiltration depth and formation mechanism of slow-inclination soil landslides in Nanjiang[J]. Chinese Journal of Geotechnical Engineering, 38(8):1447-1455. (in Chinese with English abstract) http://www.researchgate.net/publication/306962082_Rainfall_infiltration_depth_and_formation_mechanism_of_slow-inclination_soil_landslides_in_Nanjiang

ZHANG S R, TAN Y S, WANG C, et al., 2014. Influence of heavy rainfall characteristics on saturated-unsaturated slope failure[J]. Chinese Journal of Rock Mechanics and Engineering, 33(S2):4102-4112. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-YSLX2014S2089.htm

ZHANG Y, XU W Y, ZOU L F, et al., 2013. Analysis of seepage stability of large-scale landslide under rainfall condition[J]. Rock and Soil Mechanics, 34(3):833-841. (in Chinese with English abstract) http://www.researchgate.net/publication/289409059_Analysis_of_seepage_stability_of_large-scale_landslide_Under_rainfall_condition?_sg=XSxYRIYxEwsvqXVKWd3RLfXJc2kvX2jLgGEs7ui6f1HHqL1u4gvhtivHP0w98fwSnX4fX6mS5hL37sBy75HiXQ

ZHANG Z H, QIAN M M, WEI W, 2018. Analysis of failure mechanism of Qianjiangping slope based on improved failure approach index[J]. Chinese Journal of Rock Mechanics and Engineering, 37(6):1371-1384. (in Chinese with English abstract) http://en.cnki.com.cn/Article_en/CJFDTotal-YSLX201806006.htm

ZHAO J B, LIU Y X, HE S Q, et al., 2020. Mathematical statistical model of horizontal displacement and rainfall of step deformation landslide in Three Gorges reservoir area[J]. Rock and Soil Mechanics, 41(S1):305-311. (in Chinese with English abstract)

ZHAO J J, LI J S, MA Y T, et al., 2020. Experimental study on failure process of mining landslide induced by rainfall[J]. Journal of China Coal Society, 45(2):760-769. (in Chinese with English abstract)

ZHUANG J Q, PENG J B, ZHANG L Y, 2013. Risk assessment and prediction of the shallow landslide at different precipitation in Loess Plateau[J]. Journal of Jilin University (Earth Science Edition), 43(3):867-876. (in Chinese with English abstract) http://www.researchgate.net/publication/287471742_Risk_assessment_and_prediction_of_the_shallow_landslide_at_different_precipitation_in_loess_plateau

丁秀美, 刘光士, 黄润秋, 等, 2004.剪应变增量在堆积体边坡稳定性研究中的应用[J].地球科学进展, 19(增刊1):318-323. http://www.cnki.com.cn/Article/CJFDTotal-DXJZ2004S1064.htm

杜宇本, 郑光, 蒋良文, 等, 2010.大瑞铁路澜沧江大桥工程边坡稳定性三维数值模拟分析[J].地质力学学报, 16(1):108-114. https://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20100113&journal_id=dzlxxb

简文彬, 黄聪惠, 罗阳华, 等, 2020.降雨入渗下非饱和坡残积土湿润锋运移试验研究[J].岩土力学, 41(4):1123-1133.

蒋中明, 熊小虎, 曾铃, 2014.基于FLAC^3D平台的边坡非饱和降雨入渗分析[J].岩土力学, 35(3):855-860. http://d.wanfangdata.com.cn/Periodical/ytlx201403039

李爱国, 岳中琦, 谭国焕, 等, 2003.土体含水率和吸力量测及其对边坡稳定性的影响[J].岩土工程学报, 25(3):278-282. http://www.cnki.com.cn/Article/CJFDTotal-YTGC200303005.htm

李宏儒, 张盼, 王神尼, 等, 2018.降雨条件下顺倾向煤系地层边坡稳定性的影响研究[J].地质力学学报, 24(6):836-848. https://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20180612&journal_id=dzlxxb

李焕强, 孙红月, 孙新民, 等, 2009.降雨入渗对边坡性状影响的模型实验研究[J].岩土工程学报, 31(4):589-594. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=ytgcxb200904016

李宁, 许建聪, 钦亚洲, 2012.降雨诱发浅层滑坡稳定性的计算模型研究[J].岩土力学, 33(5):1485-1490. http://www.cnki.com.cn/article/cjfdtotal-ytlx201205032.htm

李天斌, 田晓丽, 韩文喜, 等, 2013.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, 34(11):3061-3070. http://www.cnki.com.cn/Article/CJFDTotal-YTLX201311005.htm

刘新喜, 夏元友, 蔡俊杰, 等, 2007.降雨入渗下强风化软岩高填方路堤边坡稳定性研究[J].岩土力学, 28(8):1705-1709. http://www.cqvip.com/Main/Detail.aspx?id=25176612

刘筱怡, 张永双, 郭长宝, 等, 2019.川西鲜水河呷拉宗古滑坡发育特征与形成演化过程[J].地质学报, 93(7):1767-1777. http://www.cnki.com.cn/Article/CJFDTotal-DZXE201907015.htm

潘永亮, 简文星, 李林均, 等, 2020.基于改进Green-Ampt模型的花岗岩残积土边坡降雨入渗规律研究[J].岩土力学, 41(8):1-8. DOI: 10.16285/j.rsm.2019.1734.

覃小华, 刘东升, 宋强辉, 等, 2016.强降雨条件下基岩型层状边坡入渗模型及稳定性研究[J].岩土力学, 37(11):3156-3164. http://d.wanfangdata.com.cn/Periodical/ytlx201611015

唐栋, 李典庆, 周创兵, 等, 2013.考虑前期降雨过程的边坡稳定性分析[J].岩土力学, 34(11):3239-3248. http://www.cqvip.com/QK/94551X/201311/47674083.html

汪丁建, 唐辉明, 李长冬, 等, 2016.强降雨作用下堆积层滑坡稳定性分析[J].岩土力学, 37(2):439-445. http://d.wanfangdata.com.cn/Periodical/ytlx201602017

王林峰, 李林刚, 杨洵, 2018.三峡库区碎石土质岸坡失稳启动机制研究:以龙江红岩子滑坡为例[J].岩土工程学报, 40(S2):209-214. http://www.cqvip.com/QK/95758X/2018S2/89847167504849568350485252.html

王如宾, 夏瑞, 徐卫亚, 等, 2019.滑坡堆积体降雨入渗过程物理模拟试验研究[J].工程科学与技术, 51(4):47-54. http://kns.cnki.net/KCMS/detail/detail.aspx?dbcode=CJFD&filename=SCLH201904007

王维早, 许强, 郑光, 等, 2016.强降雨诱发缓倾堆积层边坡失稳离心模型试验研究[J].岩土力学, 37(1):87-95. http://www.cqvip.com/QK/94551X/20161/667671203.html

武俊宝, 陈雪凡, 杨阳, 等, 2015.河北省顺平县1: 5万地质灾害详细调查报告[R].

吴火珍, 冯美果, 焦玉勇, 等, 2010.降雨条件下堆积层滑坡体滑动机制分析[J].岩土力学, 31(S1):324-329. http://www.cqvip.com/QK/94551X/2010S1/1003553219.html

吴志轩, 杨军, 邱天琦, 等, 2018.基于FELA的随机场方法在考虑降雨入渗的边坡开挖稳定性分析中的应用[J].地质力学学报, 24(6):813-821. https://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20180609&journal_id=dzlxxb

熊炜, 刘可, 范文, 2018.秦巴山区浅层滑坡内动力地质成因分析[J].地质力学学报, 24(3):424-431. https://journal.geomech.ac.cn/ch/reader/view_abstract.aspx?flag=1&file_no=20180314&journal_id=dzlxxb

许建聪, 尚岳全, 陈侃福, 等, 2005.强降雨作用下的浅层滑坡稳定性分析[J].岩石力学与工程学报, 24(18):3246-3251. http://www.cqvip.com/Main/Detail.aspx?id=20153990

严绍军, 唐辉明, 项伟, 2007.降雨对滑坡稳定性影响过程分析[J].水文地质工程地质, 34(2):33-36. http://www.cnki.com.cn/Article/CJFDTotal-SWDG200702007.htm

闫国强, 殷跃平, 黄波林, 等, 2019.三峡库区巫山金鸡岭滑坡成因机制与变形特征[J].岩土力学, 40(S1):329-340. http://www.cnki.com.cn/Article/CJFDTotal-YTLX2019S1049.htm

张杰, 韩同春, 豆红强, 等, 2014.基于降雨入渗分层假定的黄土边坡稳定性分析[J].中南大学学报(自然科学版), 45(12):4355-4361. http://www.wanfangdata.com.cn/details/detail.do?_type=perio&id=zngydxxb201412035

张培文, 刘德富, 黄达海, 等, 2003.饱和-非饱和非稳定渗流的数值模拟[J].岩土力学, 24(6):927-930. http://www.cqvip.com/qk/94551x/200306/8816861.html

张群, 许强, 易靖松, 等, 2016.南江红层地区缓倾角浅层土质滑坡降雨入渗深度与成因机理研究[J].岩土工程学报, 38(8):1447-1455. http://www.cnki.com.cn/Article/CJFDTotal-YTGC201608012.htm

张社荣, 谭尧升, 王超, 等, 2014.强降雨特性对饱和-非饱和边坡失稳破坏的影响[J].岩石力学与工程学报, 33(S2):4102-4112. http://www.cqvip.com/QK/96026X/2014A02/663076658.html

张玉, 徐卫亚, 邹丽芳, 等, 2013.降雨条件下大型滑坡体渗流稳定性分析[J].岩土力学, 34(3):833-841. http://d.wanfangdata.com.cn/Periodical/ytlx201303033

张振华, 钱明明, 位伟, 2018.基于改进破坏接近度的千将坪岸坡失稳机制分析[J].岩石力学与工程学报, 37(6):1371-1384. http://www.cnki.com.cn/Article/CJFDTotal-YSLX201806006.htm

赵久彬, 刘元雪, 何少其, 等, 2020.三峡库区阶跃变形滑坡水平位移与降雨量数学统计模型[J].岩土力学, 41(S1):305-311.

赵建军, 李金锁, 马运韬, 等, 2020.降雨诱发采动滑坡物理模拟试验研究[J].煤炭学报, 45(2):760-769. http://www.mtxb.com.cn/CN/Y2020/V45/I02/760

庄建琦, 彭建兵, 张利勇, 2013.不同降雨条件下黄土高原浅层滑坡危险性预测评价[J].吉林大学学报(地球科学版), 43(3):867-876. http://www.cnki.com.cn/Article/CJFDTotal-CCDZ201303024.htm

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河北省顺平县李思庄滑坡稳定性分析

doi: 10.12090/j.issn.1006-6616.2020.26.04.052

作者简介:
王惠卿(1992-), 女, 在读博士, 主要从事工程地质、地质灾害、构造应力场研究。E-mail:huiqing_wang@foxmail.com

通讯作者:
丰成君(1985-), 男, 副研究员, 硕士生导师, 主要从事构造应力场、地质灾害和区域地壳稳定性评价研究。E-mail:feng2010618@aliyun.com

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Analysis of the stability of the Lisizhuang landslide in Shunping County, Hebei Province

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留言板

河北省顺平县李思庄滑坡稳定性分析

doi: 10.12090/j.issn.1006-6616.2020.26.04.052

作者简介: 王惠卿(1992-), 女, 在读博士, 主要从事工程地质、地质灾害、构造应力场研究。E-mail:huiqing_wang@foxmail.com

通讯作者: 丰成君(1985-), 男, 副研究员, 硕士生导师, 主要从事构造应力场、地质灾害和区域地壳稳定性评价研究。E-mail:feng2010618@aliyun.com

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Analysis of the stability of the Lisizhuang landslide in Shunping County, Hebei Province

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出版历程

目录

作者简介:
王惠卿(1992-), 女, 在读博士, 主要从事工程地质、地质灾害、构造应力场研究。E-mail:huiqing_wang@foxmail.com

通讯作者:
丰成君(1985-), 男, 副研究员, 硕士生导师, 主要从事构造应力场、地质灾害和区域地壳稳定性评价研究。E-mail:feng2010618@aliyun.com