Analysis of stratification in underground space development and utilization: an example from Beisan county of Langfang city

Author:

Bai Yaonan,Liu Hongwei,Miao Jinjie,Du Dong,Jiang Wangjun

Abstract

Abstract It is important to analyze underground urban spaces for their capacity to meet the needs of urban development without compromising important ecological resources. Through analyzing the soil structure of Beisan County of Langfang City, the cohesive soil has low bearing capacity and easy deformation, which affects the development of underground space; the sand has wide distribution, large thickness and high bearing capacity, which is beneficial to the development of underground space. In 18-22 meters and 50-70 meters underground, there are two cohesive soils with continuous distribution, which are natural protective barriers for groundwater resources. In order to coordinate the development and utilization of underground space with the protection of groundwater resources, a safe method for utilizing space is proposed that protects groundwater resources and avoids breaking continuous aquiclude by stratifying the underground space. The underground space is developed in three sections in the study area: 0∼18 meters is the shallow underground space;22∼50 meters is the sub-deep underground space; Below 70 meters is the deep underground space.

Publisher

IOP Publishing

Subject

General Engineering

Reference10 articles.

1. Make Rational Use of Underground space[J];Watanabe;Journal of Underground Space and Engineering,1998

2. Study on the stratified system in urban underground space development[J];Xin;Earth Science Frontiers (China University of Geosciences (Beijing); Peking University),2019

3. An integrated planning concept for the emerging underground urbanism: Deep City Method Part 2 case study for resource supply and project valuation[J];Li;Tunneling and Underground Space Technology,2013

4. Suitability Evaluation for the Utilization of Underground Space in Consideration of Geo - environmental Factors[J];Liu;Journal of Yangtze River Scientific Research Institute,2017

5. Tensile strength of incipient rock discontinuities[J];Shang,2015

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