Repository logo
  • English
  • 中文
Log In
Have you forgotten your password?
  1. Home
  2. College of Engineering / 工學院
  3. Civil Engineering / 土木工程學系
  4. Three-dimensional material point analysis of the Guanghua landslide influenced by topographic constraints
 
  • Details

Three-dimensional material point analysis of the Guanghua landslide influenced by topographic constraints

Journal
Landslides
ISSN
1612-510X
1612-5118
Date Issued
2025-06-19
Author(s)
Peng, Yi-Pin
KUO-HSIN YANG  
Lee, Wei-Lin
Rus, Tatag Yufitra
Cheng, Shih-Hao
Wang, Jyun-Yen
Kuo, Chihping
DOI
10.1007/s10346-025-02552-5
URI
https://www.scopus.com/record/display.uri?eid=2-s2.0-105008674686&origin=resultslist
https://scholars.lib.ntu.edu.tw/handle/123456789/730848
Abstract
This paper presents a case study and numerical investigation of the Guanghua landslide in Taiwan, which developed a significant slope displacement and then was restabilized due to topographic constraints. Due to the steep topography and high slope activity in the landslide area, people and machines cannot access the lower part of the slope, leading to an inability to collect adequate subsurface information and monitoring data. To compensate for this limitation, three-dimensional (3D) material point method (MPM) analyses were conducted in this study. The MPM analyses were first validated by comparing measured and predicted surface and subsurface displacement data of the slope. After validation, the MPM results were used to investigate the post-failure process and kinematic behavior of the landslide. The numerical results indicated that the Guanghua landslide featured two distinct shear bands. The first shear band developed at the soil–rock interface at a depth of 25–30 m. Subsequently, the second/deep shear band formed within the fractured argillite layer at approximately 40–50 m, extending from the lower to the upper slope. This deep-seated sliding resulted in subsidence at the upper section of the slope and uplift at the lower section. When the sliding mass reached a downhill valley, it decelerated and then fully ceased because of the topographic constraints. The numerical results are consistent with the current state of the landslide. Moreover, the stress and strain in the soils at the front edge of the sliding mass that was directly affected by the topographic constraints were examined. The 3D effects of topographic constraints on landslide kinematics are also highlighted and discussed in this paper.
Subjects
Kinematic feature
Large deformation
Material point method (MPM)
Shear band
Topographic constraint
SDGs

[SDGs]SDG13

Publisher
Springer Science and Business Media LLC
Type
journal article

臺大位居世界頂尖大學之列,為永久珍藏及向國際展現本校豐碩的研究成果及學術能量,圖書館整合機構典藏(NTUR)與學術庫(AH)不同功能平台,成為臺大學術典藏NTU scholars。期能整合研究能量、促進交流合作、保存學術產出、推廣研究成果。

To permanently archive and promote researcher profiles and scholarly works, Library integrates the services of “NTU Repository” with “Academic Hub” to form NTU Scholars.

總館學科館員 (Main Library)
醫學圖書館學科館員 (Medical Library)
社會科學院辜振甫紀念圖書館學科館員 (Social Sciences Library)

開放取用是從使用者角度提升資訊取用性的社會運動,應用在學術研究上是透過將研究著作公開供使用者自由取閱,以促進學術傳播及因應期刊訂購費用逐年攀升。同時可加速研究發展、提升研究影響力,NTU Scholars即為本校的開放取用典藏(OA Archive)平台。(點選深入了解OA)

  • 請確認所上傳的全文是原創的內容,若該文件包含部分內容的版權非匯入者所有,或由第三方贊助與合作完成,請確認該版權所有者及第三方同意提供此授權。
    Please represent that the submission is your original work, and that you have the right to grant the rights to upload.
  • 若欲上傳已出版的全文電子檔,可使用Open policy finder網站查詢,以確認出版單位之版權政策。
    Please use Open policy finder to find a summary of permissions that are normally given as part of each publisher's copyright transfer agreement.
  • 網站簡介 (Quickstart Guide)
  • 使用手冊 (Instruction Manual)
  • 線上預約服務 (Booking Service)
  • 方案一:臺灣大學計算機中心帳號登入
    (With C&INC Email Account)
  • 方案二:ORCID帳號登入 (With ORCID)
  • 方案一:定期更新ORCID者,以ID匯入 (Search for identifier (ORCID))
  • 方案二:自行建檔 (Default mode Submission)
  • 方案三:學科館員協助匯入 (Email worklist to subject librarians)

Built with DSpace-CRIS software - Extension maintained and optimized by 4Science