Study on Secondary Cracking of Cracks under Horizontal Seismic Force

Fangfang FAN; Jian LI; Wenzhi SONG; Fei ZHANG

doi:10.13409/j.cnki.jdpme.201903029

您当前的位置：

首页 >

文章列表页 >

Study on Secondary Cracking of Cracks under Horizontal Seismic Force

更新时间：2025-09-25

- Study on Secondary Cracking of Cracks under Horizontal Seismic Force
- Journal of Disaster Prevention and Mitigation Engineering Vol. 41, Issue 5, Pages: 1113-1119(2021)
- 作者机构：
  
  1.中交第二公路勘察设计研究院有限公司，湖北武汉 430056
  2.上海二十冶建设有限公司，上海 201999
  3.河海大学岩土力学与堤坝工程教育部重点实验室，江苏南京 210098
  4.河海大学土木与交通学院岩土工程研究所，江苏南京 210098
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.201903029
  CLC： TU435
- Published：15 October 2021
- 稿件说明：
移动端阅览
范方方,李健,宋文智等.水平向地震力作用下裂缝二次开裂研究∗[J].防灾减灾工程学报,2021,41(05):1113-1119.

FAN Fangfang,LI Jian,SONG Wenzhi,et al.Study on Secondary Cracking of Cracks under Horizontal Seismic Force[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(05):1113-1119.
范方方,李健,宋文智等.水平向地震力作用下裂缝二次开裂研究∗[J].防灾减灾工程学报,2021,41(05):1113-1119. DOI： 10.13409/j.cnki.jdpme.201903029.

FAN Fangfang,LI Jian,SONG Wenzhi,et al.Study on Secondary Cracking of Cracks under Horizontal Seismic Force[J].Journal of Disaster Prevention and Mitigation Engineering,2021,41(05):1113-1119. DOI： 10.13409/j.cnki.jdpme.201903029.

摘要

针对水平向地震力作用下发生裂缝二次开裂问题，提出了平面应变下均质土坡二次开裂坡脚破坏模型和坡底破坏模型。考虑水平向地震力系数、边坡坡度和土体内摩擦角的影响，计算了不同裂缝距坡肩距离和不同已开裂裂缝深度下临界高度和二次开裂深度，绘制了相关的图表。已开裂裂缝深度越大，则临界高度越小，裂缝二次开裂深度越小；具有相同土性参数和边坡坡度但已开裂深度不同的均质土坡，在相同的水平向地震力作用下发生二次开裂，两次开裂的深度之和近似相等。

Abstract

Aiming at the problem of secondary cracking under horizontal seismic forces， a model describing the toe failure and base failure of a homogeneous soil slope with secondary cracking under a plane strain condition is proposed. Considering the influence of horizontal seismic force coefficient， slope gradient， and friction angle in soil， the critical height and secondary cracking depth for various crack distances from the slope shoulder and cracking depth are calculated， and the relevant charts are drawn. The larger the crack depth is， the smaller the critical height is and the smaller the secondary crack depth is. For homogeneous soil slopes with the same soil parameters and slope gradient but different crack depths， secondary cracks will develop under the same horizontal seismic force， and the sum of the two cracks is approximately the same.

关键词

Keywords

references

Baum R L ， Crone A J ， Escobar D ， et al . Assessment of landslide hazards resulting from the February 13 ， 2001 ， El salvador earthquake［R］. Reston ： US Geological Survey ， 2001.

姚令侃，冯俊德，杨明 . 汶川地震路基震害分析及对抗震规范改进的启示［J］. 西南交通大学学报， 2009 ， 44 （ 3 ）： 301 - 311 .

Yao L K ， Feng J D ， Yang M . Damage analysis of subgrade engineering in Wenchuan earthquake and recommendations for improving seismic design code ［J］. Journal of Southwest Jiaotong University ， 2009 ， 44 （ 3 ）： 301 - 311 . （in Chinese）

卢坤林，朱大勇，杨扬 . 边坡失稳过程模型试验研究［J］. 岩土力学， 2012 ， 33 （ 3 ）： 778 - 782 .

Lu K L ， Zhu D Y ， Yang Y . Model test study of slope failure progress ［J］. Rock and Soil Mechanics ， 2012 ， 33 （ 3 ）： 778 - 782 . （in Chinese）

邢爱国，吴志坚，陈龙珠，等 . 汶川地震在甘肃省的次生典型边坡灾害特征［J］. 西北地震学报， 2010 ， 32 （ 1 ）： 95 - 98 .

Xing A G ， Wu Zh J ， Chen L Zh ， et al . Characteristics of secondary typical slope disaster in gansu province induced by the Wenchuan Earthquake ［J］. Northwestern Seismological Journal ， 2010 ， 32 （ 1 ）： 95 - 98 . （in Chinese）

陈厚群，徐泽平，李敏 . 汶川大地震和大坝抗震安全［J］. 水利学报， 2008 ， 39 （ 10 ）： 1158 - 1167 .

Chen H Q ， Xu Z P ， Li M . Wenchuan Earthquake and seismic safety of large dams ［J］. Journal of Hydraulic Engineering ， 2008 ， 39 （ 10 ）： 1158 - 1167 . （in Chinese）

郑颖人，叶海林，黄润秋 . 地震边坡破坏机制及其破裂面的分析探讨［J］. 岩石力学与工程学报， 2009 ， 28 （ 8 ）： 1714 - 1723 .

Zhen Y R ， Ye H L ， Huang R Q . Analysis and discussion of failure mechanism and fracture surface of slope under earthquake ［J］. Chinese Journal of Rock Mechanics and Engineering ， 2009 ， 28 （ 8 ）： 1714 - 1723 . （in Chinese）

Chen W F ， Giger M W ， Fang H Y . On the limit analysis of stability of slopes ［J］. Soils and Foundations ， 1969 ， 9 （ 4 ）： 23 - 32 .

Chen W F . Limit analysis and soil plasticity ［M］. Rotterdam ： Elsevier ， 1975 .

Michalowski R L . Limit analysis of quasi-static pyramidal indentation of rock ［J］. International Journal of Rock Mechanics and Mining Sciences ， 1985 ， 22 （ 1 ）： 31 - 38 .

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Seismic Stability of Unsaturated Soil Slopes Stabilized by Anti‑slide Piles Based on Pseudo‑dynamic Approach

A Frequency Domain Substructure Analysis Model for Dynamic Interaction between End Bearing Piles and Soil

Failure Risk Assessment of Masonry Structures under Flood Scouring and Earthquakes

Research Progress on Risk Analysis and Design for Structures under Multiple Hazards of Earthquake and Flood

Research on Damage of Shear Wall Structures Subjected to Earthquake‑Gas Explosion Hazard Chain Effect

Related Author

SUN Dean

WANG Long

CHEN Guoxing

ZHOU Enquan

HU Wei

WU Jieqiong

WANG Piguang

XU Yingduo

Related Institution

School of Mechanics and Engineering Science, Shanghai University

Faculty of Civil Engineering and Mechanics , Jiangsu University

School of Environment and Civil Engineering, Jiangnan University

Institute of Geotechnical Engineering, Nanjing Tech University

State Key Laboratory of Geohazard Prevention and Geoenvironmental Protection, Chengdu University of Technology

⁰