[1]常方强,梁康康.海蚀槽发育导致的软质海崖滑塌计算与分析[J].华侨大学学报(自然科学版),2020,41(3):299-306.[doi:10.11830/ISSN.1000-5013.201904043]
 CHANG Fangqiang,LIANG Kangkang.Collapse Calculation and Analysis of Soft Sea Cliff Induced by Sea-Eroded Notch Development[J].Journal of Huaqiao University(Natural Science),2020,41(3):299-306.[doi:10.11830/ISSN.1000-5013.201904043]
点击复制

海蚀槽发育导致的软质海崖滑塌计算与分析()
分享到:

《华侨大学学报(自然科学版)》[ISSN:1000-5013/CN:35-1079/N]

卷:
第41卷
期数:
2020年第3期
页码:
299-306
栏目:
出版日期:
2020-05-20

文章信息/Info

Title:
Collapse Calculation and Analysis of Soft Sea Cliff Induced by Sea-Eroded Notch Development
文章编号:
1000-5013(2020)03-0299-08
作者:
常方强 梁康康
华侨大学 岩土工程研究所, 福建 厦门 361021
Author(s):
CHANG Fangqiang LIANG Kangkang
Institute of Geotechnical Engineering, Huaqiao University, Xiamen 361021, China
关键词:
海蚀槽 稳定分析 软质海崖 滑塌 平潭岛
Keywords:
sea-eroded notch stability analysis soft sea cliff collapse Pingtan Island
分类号:
P753
DOI:
10.11830/ISSN.1000-5013.201904043
文献标志码:
A
摘要:
对福建省平潭岛东北部软质海崖进行现场调查和量测,在约1 km的岸线上发现9处滑塌,滑塌物的堆积距离、堆积高度和滑塌物体积均随海崖高度的增大而增大.滑塌包括剪切破坏和顶部破坏两种类型,剪切破坏的破坏面几乎完全垂直,顶部破坏的破坏面呈L形.针对这两种滑塌类型,分别建立理论计算模型.结果表明:经理论计算模型得到的海蚀槽最大槽深(蚀退距离)为0.51~1.30 m;海崖稳定性随槽深的增大而降低;海崖顶部破坏的滑塌临界水深为0.22~0.61 m.
Abstract:
The soft sea cliffs at northeast of Pingtan Island in Fujian Province are investigated and measured in situ. Nine collapses are found on the length of about 1 km cliffs. The deposition distance, deposition height and volume of collapse increase with cliff height. There are two types of collapse: shear failure and top failure. The failure surface of shear failure is almost vertical, and the failure surface of top failure is L-shaped. For both types of collapse, the theoretical calculation models are established. The results show the maximum depths of sea-eroded notch(retrograded distance)are 0.51-1.30 m calculated by the theoretical calculation models. The stability of cliffs decreases with the increase of the depths of sea-eroded notch. The critical water depth of collapse on the top of cliffs are 0.22-0.61 m.

参考文献/References:

[1] SUNAMURA T.The geomorphology of rocky coasts[M].Chichester:Wiley,1992.
[2] LEE E M.Landslide risk management: Key issues from a British perspective[M]//Landslide Risk Assessment.Rotterdam:Balkema,1997.DOI:10.1201/9780203749524-13.
[3] LEE E M,HALL J W,MEADOWCROFT I C.Coastal cliff recession: The use of probabilistic prediction methods[J].Geomorphology,2011,40(3/4):253-269.
[4] KOGURE T,AOKI H,MAEKADO A,et al.Effect of the development of notches and tension cracks on instability of limestone coastal cliffs in the Ryukyus, Japan[J].Geomorphology,2006,80(3):236-244.DOI:10.1016/j.geomorph.2006.02.012.
[5] KOGURE T,MATSUKURA Y.Critical notch depths for failure of coastal limestone cliffs: Case study at Kuro-shima Island, Okinawa, Japan[J].Earth Surface Processes and Landforms,2010,35(9):1044-1056.DOI:10.1002/esp.1940.
[6] KOGURE T,MATSUKURA Y.Threshold height of coastal cliffs for collapse due to tsunami: Theoretical analysis of the coral limestone cliffs of the Ryukyu Islands, Japan[J].Marine Geology,2012,323/324/325:14-23.DOI:10.1016/j.margeo.2012.07.014.
[7] YOUNG A,ASHFORD S A.Instability investigation of cantilevered seacliffs[J].Earth Surface Processes and Landforms,2008,33(11):1661-1677.DOI:10.1002/esp.1636.
[8] 常方强,孟希,罗才松.激光测距仪在海崖剖面形态快速测量中的应用[J].华侨大学学报(自然科学版),2015,36(2):215-220.DOI:10.11830/ISSN.1000-5013.2015.02.0215.
[9] 孙全,常方强.极端海况下软质海崖大规模蚀退计算模型研究[J].应用海洋学学报,2015,34(3):334-339.DOI:10.3969/J.ISSN.2095-4972.2015.03.005.
[10] 刘建辉.福建砂质海岸侵蚀机制及影响因素分析[D].青岛:中国海洋大学,2010.
[11] 刘建辉,蔡锋,雷刚,等.福建软质海崖蚀退机理及过程分析: 以平潭岛东北海岸为例[J].海洋环境科学,2010,29(4):525-530.
[12] 中国海湾志编纂委员会.中国海湾志: 第七分册[M].北京:海洋出版社,1991.
[13] WZIATEK D,VOUSDOUKAS M V,TEREFENKO P.Wave-cut notches along the Algarve coast, S.Portugal: Characteristics and formation mechanisms[J].Journal of Coastal Research,2011,64:855-859.DOI:10.1080/154 59624.2011.569314.
[14] PIRAZZOLI P A,MARINE N.Sea-level research: A manual for the collection and evaluation of data[M].Norwich:Geo Books,1986.
[15] ERIKSON L H,LARSON M,HANSON H.Laboratory investigation of beach scarp and dune recession due to notching and subsequent failure[J].Marine Geology,2007,245(1/2/3/4):1-19.DOI:10.1016/j.margeo.2007.04.006.
[16] THORNE C R,TOVEYN K.Stability of composite river banks[J].Earth Surface Processes and Landforms,1981,6(5):469-484.DOI:10.1002/esp.3290060507.
[17] ABAM T K S.Genesis of channel bank overhangs in the Niger Delta and analysis of mechanisms of failure[J].Geomorphology,1997,18:151-164.
[19] LOHNES R,HANDY R.Slope angles in friable loess[J].Journal of Geology,1968,76(3):247-258.DOI:10.1086/627327.
[20] 常方强.福建省平潭岛东北部软质海崖蚀退特征研究[J].海洋科学,2016,40(4):100-107.

相似文献/References:

[1]涂帆.土坡稳定分析的三种方法[J].华侨大学学报(自然科学版),1990,11(2):158.[doi:10.11830/ISSN.1000-5013.1990.02.0158]
 Tu Fan.Three Methods of Slope Stability Analysis[J].Journal of Huaqiao University(Natural Science),1990,11(3):158.[doi:10.11830/ISSN.1000-5013.1990.02.0158]
[2]欧阳煜.空间框架体系弹性稳定分析[J].华侨大学学报(自然科学版),1994,15(3):293.[doi:10.11830/ISSN.1000-5013.1994.03.0293]
 Ouyang Yu.Elastic Stability Analysis of Space Frame Structures[J].Journal of Huaqiao University(Natural Science),1994,15(3):293.[doi:10.11830/ISSN.1000-5013.1994.03.0293]
[3]欧阳煜.空间钢框架弹塑性稳定分析的一种数值方法[J].华侨大学学报(自然科学版),1997,18(3):254.[doi:10.11830/ISSN.1000-5013.1997.03.0254]
 Ouyang Yu.A Numerical Method for Analysing Elasticoplastic StabiIity of Three-Dimellsional Steel Frames[J].Journal of Huaqiao University(Natural Science),1997,18(3):254.[doi:10.11830/ISSN.1000-5013.1997.03.0254]
[4]高轩能,王仁辉.框架结构稳定分析的泡函数有限元法[J].华侨大学学报(自然科学版),2006,27(2):155.[doi:10.3969/j.issn.1000-5013.2006.02.012]
 Gao Xuanneng,Wang Renhui.Buckling Analysis of Frame Structures using Bubble-Function FEM[J].Journal of Huaqiao University(Natural Science),2006,27(3):155.[doi:10.3969/j.issn.1000-5013.2006.02.012]
[5]赖雅琳.拱坝坝肩稳定性分析程序开发与应用[J].华侨大学学报(自然科学版),2011,32(5):495.[doi:10.11830/ISSN.1000-5013.2011.05.0495]
 LAI Ya-lin.Development Aad Application on Stability Analysis of Abutment of ARCH DAM[J].Journal of Huaqiao University(Natural Science),2011,32(3):495.[doi:10.11830/ISSN.1000-5013.2011.05.0495]

备注/Memo

备注/Memo:
收稿日期: 2019-04-24
通信作者: 常方强(1980-),男,副教授,博士,主要从事海岸与海洋工程地质的研究.E-mail:changfq@hqu.edu.cn.
基金项目: 国家自然科学基金资助项目(41306051)
更新日期/Last Update: 2020-05-20