Geoinfrastructure: A Comprehensive Review of Current Trends, Challenges and Future Perspectives

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

Deadline for manuscript submissions: 20 October 2025 | Viewed by 379

Special Issue Editors


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Guest Editor
School of Transportation, Southeast University, Nanjing 211189, China
Interests: geomaterial behavior; ground improvement; underground engineering; waste recycling; geo-based structure
Special Issues, Collections and Topics in MDPI journals

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Guest Editor
College of Transportation Engineering, Nanjing Tech University, Nanjing 211816, China
Interests: pile and foundation engineering; underground engineering; sustanable geoengineering; soil–structure interaction
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Transportation, Southeast University, Nanjing 211189, China
Interests: geomaterial behavior; sustainable geoengineering; transportation geotechnics; Multi3 analysis; geoheritage protection
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Geoinfrastructure has been widely constructed and operated from ancient history to the modern day, including caves, channels, roads, highways, railways, airports, etc., manually or mechanically fabricated by raw earth or treated soils.  For the multi-minerals and clay minerals within geomaterials, the derived geoinfrastructure services under the multi-field environments (thermo-hydro-chemo-bio-mechanical) are especially affected by global climate change. The performance response, including the interaction between the soil and structure, i.e., the enhancement and deterioration, is complex, but it is very important to improve infrastructure resilience and the full life-cycle’s efficiency. This Special Issue will explore the recent advances and challenges in the geoinfrastructure and topics, including, but not limited to, the following:

  • Geomaterial behavior;
  • Geoinfrastructure performance;
  • Multi3 analysis;
  • Short-/long-term evolution;
  • Interaction between soil and structures;
  • Geoheritage protection;
  • Disaster prevention;
  • Resilience restoration

You may choose our Joint Special Issue in Geosciences.

Prof. Dr. Yongfeng Deng
Prof. Dr. Feng Zhou
Prof. Dr. Zi Ying
Guest Editors

Manuscript Submission Information

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Keywords

  • geomaterial behavior
  • geoinfrastructure
  • long-term performance
  • countermeasure of climate change
  • environmental effect
  • soil and structure interaction
  • Multi3 (phase, filed and sacle) analysis
  • disaster prevention
  • resilience

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Published Papers (1 paper)

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Research

20 pages, 14671 KiB  
Article
Field Pumping and Recharge Test Study for Confined Aquifers in Super-Large Deep Foundation Pit Group Sites
by Shuo Wang, Weidong Wang, Zhonghua Xu, Qingjun Song and Jiangu Qian
Buildings 2025, 15(8), 1383; https://doi.org/10.3390/buildings15081383 - 21 Apr 2025
Viewed by 257
Abstract
To ensure the stability of deep foundation pits in confined aquifers, dewatering is often required. However, pumping from confined aquifers in large deep foundation pit groups may lead to significant environmental deformations. Therefore, field pumping and recharge tests are required to guide design [...] Read more.
To ensure the stability of deep foundation pits in confined aquifers, dewatering is often required. However, pumping from confined aquifers in large deep foundation pit groups may lead to significant environmental deformations. Therefore, field pumping and recharge tests are required to guide design of groundwater and environmental deformation control scheme. Focusing on a super-large deep foundation pit group in Shanghai, single-well pumping, multi-well pumping, and recharge tests were conducted in distinct geological zones (normally consolidated area and paleochannel zone). The hydraulic connectivity and spatiotemporal patterns of groundwater drawdown and soil settlement were systematically analyzed. The results show that: (1) There exists a certain hydraulic connection between the first and second confined aquifers. In the paleochannel area, the aquitard between the micro-confined and the first confined aquifer is insufficient to completely block hydraulic connectivity. (2) The ratio of ground surface settlement to groundwater drawdown is about 3.4 mm/m, and the deep soil settlement is significantly or even greater than the surface settlement, so it is necessary to strengthen the monitoring of deep settlement. (3) Recharge can elevate the groundwater and reduce settlement; however, it is difficult to eliminate the variation in settlement along the vertical direction. Full article
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