Three-Dimensional Geological Modeling of the Shallow Subsurface and Its Application: A Case Study in Tongzhou District, Beijing, China

Author:

He Hanhan1,Xiao Jingze1,He Jing1,Wei Bo1,Ma Xiaogang2ORCID,Huang Fan3,Cai Xiangmin1,Zhou Yuanxin1,Bi Jingyi4,Zhao Yiting5,Wang Chunjun1,Wei Jingran1

Affiliation:

1. Beijing Institute of Geological Survey, Beijing 100195, China

2. Department of Computer Science, University of Idaho, 875 Perimeter Drive MS 1010, Moscow, ID 83844, USA

3. Institute of Mineral Resources, Chinese Academy of Geological Sciences, Beijing 100037, China

4. PetroChina Changqing Oilfield Company, Xi’an 710018, China

5. Beijing Municipal Institute of City Planning & Design, Beijing 100045, China

Abstract

Three-dimensional (3D) geological models are currently needed and used independently for urban development. The main difficulty in constructing a 3D geological model of a shallow subsurface is to determine the stratigraphic distribution. Highly variable properties and geometries of geological units beneath lead to difficulty. It is key to find a practicable and efficient way to construct a model in practical work. This study takes Tongzhou District (Beijing) as a case; 476 boreholes (40 newly drilled and 436 existing engineering boreholes) were utilized combined with the cross-section method to construct an integrated 3D geological model. The framework and analyses contributed to the following applications: (1) High-quality information from new boreholes and existing engineering boreholes were used to define stratigraphy and build cross-sections. (2) The resulting geological model (up to 50 m beneath Tongzhou area) shows many details of the shallow subsurface. This includes 10 major layers which were grouped into three cyclothems representing cyclic sequences of clay, interbedded silt, sand, and gravel with variable quantities of lenses. (3) The new model was used as a tool to visualize the depth and geometry variations below ground and to characterize a large variety of properties (for example, the compression modulus analyzed in this paper) that each unit contains, and then to evaluate the underground geological conditions. (4) An analysis of a dynamic monitoring model based on the resulting 3D model indicated that the geological units (sand and silty clay) at depths between 30 m and 40 m, with an average vertical deformation of 0.97 mm, from July 2019 to September 2020, are suitable for underground construction, from the perspective of vertical stability in the study area. Monitoring models that take time into consideration based on a 3D framework will be further explored.

Funder

Three-Dimensional Modelling of Urban Underground Resources and Environment in Tongzhou District, Beijing City

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Reference61 articles.

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