Geofluids

Thermal-Hydro-Mechanical Interactions in Saturated and Unsaturated Soils


Publishing date
01 Nov 2021
Status
Published
Submission deadline
09 Jul 2021

Lead Editor

1Shanghai University, Shanghai, China

2Jilin Univeristy, Changchun, China

3Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou, China

4University of Alicante, Alicante, Spain


Thermal-Hydro-Mechanical Interactions in Saturated and Unsaturated Soils

Description

Soil is a typical multiphase porous media, of which the saturation is influenced by both subsurface and surface water. The thermal-hydro-mechanical coupling process of saturated and unsaturated soils under special climate conditions, such as cyclic freeze-thaw, evaporation, or regional hydrological conditions, can affect the hydraulic-mechanical properties of the ground or foundations, potentially inducing geohazards and geo-environmental problems. Significantly, the coupling process gives critical insight to geotechnical, environmental, and underground engineering, and as such the coupling process is a prerequisite for all such engineering, construction, and geohazard prevention.

New areas of research have been brought forward by the development and analysis of the coupling process in environmental and geotechnical engineering. However, research into constitutive theory, the chemical effect on the coupling process, mathematical coupled theory for engineering, and the coupling mechanisms is still limited. To this end, the need for detailed and systematic analysis of the coupling mechanism is most essential and urgent before undertaking engineering practices.

This Special Issue aims to publish original research and review articles on the latest developments and research in thermal-hydro-mechanical coupling of soils subjected to extreme environmental conditions. Papers submitted on new and emerging topics within the discipline are also encouraged. Theoretical papers are welcomed, and practice-oriented papers are particularly encouraged.

Potential topics include but are not limited to the following:

  • Coupled hydraulic-mechanical properties of soils in the saturated-unsaturated zone
  • Moisture-heat dynamics of soil and rock under freeze-thaw and evaporation conditions
  • Effects of groundwater on ground improvement and deep excavation
  • Effects of regional hydrological conditions on the soil coupling process
  • New methods investigating the coupling process, not limited to finite-element (FEM), finite-difference (FDM), and finite-volume methods (FVM)
  • Regional environmental changes
  • Regional data coupling and evaluation of engineering conditions

Articles

  • Special Issue
  • - Volume 2021
  • - Article ID 4230048
  • - Research Article

Study on Storage Conditions and Suitability Zoning of Shallow Floor Energy in Nanchang City

Hua Zhang | Shuren Hao | ... | Liangliang Guo
  • Special Issue
  • - Volume 2021
  • - Article ID 7055693
  • - Research Article

Deformation Prediction of Foundation Pit Based on Exponential Power Product Model of Improved Algorithm

Chuankui Jing | Hao Wang | Hongsong Li
  • Special Issue
  • - Volume 2021
  • - Article ID 5475391
  • - Research Article

Influence of Clay Fraction and Mineral Composition on Unsaturated Characteristics of Cohesive Foundation Soil in Airports

Jun Feng | Guangze Zhang
  • Special Issue
  • - Volume 2021
  • - Article ID 5719171
  • - Research Article

An Improved Form of 2D SPH Method for Modeling the Excavation Damage of Tunnels Containing Random Fissures

Xuhua Ren | Shuyang Yu | ... | Zhaohua Sun
  • Special Issue
  • - Volume 2021
  • - Article ID 3401273
  • - Research Article

Multiple Influences of Paleogeography, Sequence Stratigraphy, and Fold Structure on Coalbed Methane Accumulation in the Lopingian (Late Permian) of Junlian Coalfield, SW China

Xiangdong Gao | Wuzhong Li | ... | Shihao Zhou
  • Special Issue
  • - Volume 2021
  • - Article ID 6296578
  • - Research Article

Dynamic Characteristics and Mechanism of the Saturated Compacted Loess under Freeze-Thaw Cycles

Qian Wang | Fuqiang Liu | ... | Yuxin Liang
  • Special Issue
  • - Volume 2021
  • - Article ID 5392976
  • - Research Article

Analysis of Soil Resistance under Horizontal Load of Rigid Antislide Pile

Zhenyu Song | Yuanyuan Kong | ... | Kai Feng
  • Special Issue
  • - Volume 2021
  • - Article ID 3708594
  • - Research Article

The Hydrodynamic Coefficient Analysis and Motion Control of the Lingyun Moveable Lander

Guoxin Li | Shaowei Zhang
  • Special Issue
  • - Volume 2021
  • - Article ID 9749011
  • - Research Article

The Promotion Mechanism of Frozen Stagnant Water on the Sliding in the Loess Landslide Zone of Heifangtai

Mingli Zhang | Guang Li | ... | Kai Xia
  • Special Issue
  • - Volume 2021
  • - Article ID 8374741
  • - Research Article

Experimental Study of the Dynamic Shear Modulus Ratio and Damping Ratio of the Quaternary Sedimentary Soils in the Offshore Areas of the Yellow Sea

Yi Fang | Yuejun Lv | ... | Xingyuan Zhou
Geofluids
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Acceptance rate24%
Submission to final decision146 days
Acceptance to publication27 days
CiteScore2.300
Journal Citation Indicator0.600
Impact Factor1.7
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