Research on Building Foundations and Underground Engineering

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 31 May 2025 | Viewed by 357

Special Issue Editor


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Guest Editor
School of Civil Engineering, Zhejiang University of Technology, Hangzhou 310014, China
Interests: pile foundation; underground engineering; pipe jacking engineering; foundation treatment; subgrade engineering

Special Issue Information

Dear Colleagues,

We are proud to present this Special Issue on "Research on Building Foundations and Underground Engineering" which aims to showcase recent research findings and advancements in the field of building foundation and underground engineering. As urbanization accelerates and the utilization of underground space deepens, the study of building foundations and underground engineering has become a focal point of both academic research and engineering practice. This Special Issue highlights the following key areas:

  1. Foundation Engineering Design Methods and Technologies: This includes assessment of foundation-bearing capacity, design of deep and shallow foundations, and ground improvement techniques, providing scientific and technical support for foundation engineering practices.
  2. Underground Structure Design and Construction Technologies: The focus is on the design principles, construction methods, and quality control of underground structures such as buildings, subways, and tunnels, to enhance the development and utilization of underground spaces.
  3. Soil Mechanics and Geotechnical Engineering: Covering basic theories of soil mechanics, geotechnical investigation and testing methods, and disaster prevention and control, this section offers scientific guidance for geotechnical engineering practices.
  4. Groundwater Control Technology: This encompasses groundwater pollution control, the development and protection of groundwater resources, and groundwater control strategies, aiming to provide technical support for the rational use and protection of groundwater resources China.
  5. Green Building and Sustainable Development: Discussing the design concepts, technological paths, and case studies of green building foundations and underground engineering, this section promotes the green and sustainable development of the construction industry.

We hope you will find this Special Issue valuable and look forward to receiving your submissions!

Dr. Kangyu Wang
Guest Editor

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Buildings is an international peer-reviewed open access monthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • foundation engineering design methods and technologies
  • underground structure design and construction technologies
  • soil mechanics and geotechnical engineering
  • groundwater control technology
  • green building and sustainable development
  • urban underground space utilization
  • sustainable construction practices
  • structural integrity and safety
  • case studies in geotechnical engineering

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Published Papers (1 paper)

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Research

21 pages, 5112 KiB  
Article
Assessing the Settlement and Deformation of Pile-Supported Embankments Undergoing Groundwater-Level Fluctuations: An Experimental and Simulation Study
by Jiahuan Ye, Kangyu Wang, Ziliang Qiu and Xinquan Wang
Buildings 2024, 14(9), 2661; https://doi.org/10.3390/buildings14092661 - 27 Aug 2024
Viewed by 243
Abstract
The intensification of extreme weather phenomena, ranging from torrential downpours to protracted dry spells, which trigger fluctuations at the groundwater level, poses a grave threat to the stability of embankments, giving rise to an array of concerns including cracking and differential settlement. Consequently, [...] Read more.
The intensification of extreme weather phenomena, ranging from torrential downpours to protracted dry spells, which trigger fluctuations at the groundwater level, poses a grave threat to the stability of embankments, giving rise to an array of concerns including cracking and differential settlement. Consequently, it is crucial to embark on research targeted at uncovering the settlement and deformation behaviors of pile-supported embankments amidst changes in water levels. In tackling this dilemma, a series of direct shear tests were carried out across a range of wet–dry cyclic conditions. The results confirmed that the occurrence of wet–dry cycles significantly impacted the resilience of silty clay. Additionally, it was observed that the erosion of cohesion and the angle of internal friction initially diminished sharply, subsequently leveling off, with the first wet–dry cycle exerting the most substantial influence on soil strength. Employing a holistic pile-supported embankment model, simulations revealed that variations in the groundwater level, fluctuations therein, varying descent rates, and periodic shifts in the groundwater level could all prompt alterations in soil settlement between embankment piles and could augment the peak tensile stress applied to geogrids. In summary, the orthogonal experimental method was utilized, indicating that, in terms of impacting embankment settlement under periodic water-level changes, the factors ranked in descending order were the following: pile spacing, pile length, embankment height, and the height of the groundwater table. Full article
(This article belongs to the Special Issue Research on Building Foundations and Underground Engineering)
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