文化大學機構典藏 CCUR:Item 987654321/50422
English  |  正體中文  |  简体中文  |  Items with full text/Total items : 46833/50693 (92%)
Visitors : 11847367      Online Users : 534
RC Version 6.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
Scope Tips:
  • please add "double quotation mark" for query phrases to get precise results
  • please goto advance search for comprehansive author search
  • Adv. Search
    HomeLoginUploadHelpAboutAdminister Goto mobile version


    Please use this identifier to cite or link to this item: https://irlib.pccu.edu.tw/handle/987654321/50422


    Title: Three-Dimensional Engineering Geological Model and Its Applications for a Landslide Site: Combination of Grid- and Vector-Based Methods
    Authors: Nguyễn, Thanh-Tùng
    Dong, Jia-Jyun
    Tseng, Chia-Han
    Baroň, Ivo
    Chen, Chao-Wei
    Contributors: Department of Geology
    Keywords: 3D engineering geological model;failure mechanisms;geotechnical engineering design;grid- and vector-based;landslides;surface and subsurface displacement monitoring
    Date: 2022-10
    Issue Date: 2022-11-22 15:49:20 (UTC+8)
    Publisher: MDPI
    Abstract: A three-dimensional engineering geological model (EGM), which provides an approximation of the geological conditions, is a key element in any engineering project. The slope at Huafan University, Mt. Dalun, in the Western Foothills of northern Taiwan, is a dip slope that has been assumed to be unstable. The bedrock is mainly composed of intercalated sandstone and shale, where the thickness of the sandstone varies from thin to massive, interbedded with shale from the Miocene age. By interpolating the thickness of the colluvium derived from borehole data and analyzing the contours of the interpolation surface result, we find that the landslide material accumulates at the slope foot, towards the southwest in the direction of movement. Due to tectonic control—in particular, considering the two local faults that pass through the study area—the strata’s orientation significantly changes over the studied slope. As a basis for the 3D EGM, polynomial surface fitting is applied for detailed analysis of the sub-surface geological structure, as well as to compute the regressive orientation of the bedding plane derived from the borehole data. Based on the calculated regression plane passing through the elevations of the geological interface (key bed), the results indicate that the regression plane’s direction is consistent with the outcrop measurements. Moreover, several cross-sectional profiles are considered to visualize and clarify the 3D EGM. Finally, surface and sub-surface monitoring data are compared with the result, in order to refine the 3D EGM. The proposed geological model is expected to contribute to the comprehensive understanding of gravitational slope deformation, and may serve as a guideline to minimize potential disasters.
    Relation: Water (Switzerland) 卷 14, 期 19 October 2022 論文號碼 2941
    Appears in Collections:[Department of Geology] journal articles

    Files in This Item:

    File Description SizeFormat
    index.html0KbHTML184View/Open


    All items in CCUR are protected by copyright, with all rights reserved.


    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - Feedback