Advances in Civil Engineering

Problematic and Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs, and Opportunities


Publishing date
01 May 2021
Status
Published
Submission deadline
18 Dec 2020

Lead Editor

1Xi’an University of Architecture and Technology, Xi'an, China

2University of Ottawa, Ottawa, Canada

3Xi'an University of Architecture and Technology, Xi'an, China

4Xi’an University of Technology, Xi’an, China

5Hokkaido University, Sapporo, Japan


Problematic and Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs, and Opportunities

Description

Several geotechnical infrastructures are being built throughout the world in soils such as collapsible and expansive soils, which are typically in an unsaturated state, and are widely referred to as problematic soils in the literature. There is increasing demand all over the world for constructing infrastructures founded on or installed in problematic and unsaturated soils due to rapid urbanization.

Although previous studies have substantially improved our understanding of problematic and unsaturated soil behaviour and its interaction with structures, there is still an urgent need to address the challenging scenarios that are encountered with problematic and unsaturated soils. The mechanical behaviour of problematic and unsaturated soil needs to be constantly upgraded by developing multi-phase/scale analysis approaches. Such studies vastly contribute to enhance the safety and reliability of infrastructures and encourage the construction of civil infrastructure in problematic soils that pose challenges to geotechnical engineers. The key scientific issues that are closely linked with problematic and unsaturated soil mechanics include micro-macro behaviour, shear strength theory, stress-strain relationships, constitutive models, and numerical analysis that can be used as tools.

For this reason, in this Special Issue, we aim to encourage original submissions that provide innovative solutions to problematic and unsaturated soils. Particularly, theoretical and experimental studies from micro to macro scales are welcome. In addition, novel geotechnical techniques and outstanding engineering practices of problematic and unsaturated soils are encouraged. The problematic soils include loess soil, frozen soil, saline soils, expansive soils, soft soil, marine soil, artificial fill, municipal solid waste, etc. Original research and review articles are welcome.

Potential topics include but are not limited to the following:

  • Novel geotechnical test techniques in laboratory and in situ
  • Multi-phase/scale behaviour and numerical modelling
  • Constitutive models
  • Chemical, mineralogical, electrical, rheological, magnetic, and biological properties of geomaterials
  • Characterization, treatment, and valorization of industrial by-products and municipal solid waste
  • Sustainable development solutions for environmental protection
  • Engineering practice applications and case studies

Articles

  • Special Issue
  • - Volume 2021
  • - Article ID 6688724
  • - Research Article

Shear Properties and Mechanism of Freeze-Thaw Interface in Unsaturated Coarse-Grained Soil from Qinghai-Tibet Plateau

Yonglong Qu | Wankui Ni | ... | Hui He
  • Special Issue
  • - Volume 2021
  • - Article ID 6686442
  • - Research Article

Prediction of Soil Water Characteristic Curve Based on Soil Water Evaporation

Gaoliang Tao | Da Lei | ... | Xueliang Zhu
  • Special Issue
  • - Volume 2021
  • - Article ID 6639089
  • - Research Article

Optimization of Construction Parameters and Deformation Characteristics of Large-Section Loess Tunnel: A Case Study from Xi’an Metro

Mingji Zhao | Yun Cheng | ... | Baichao Liulian
  • Special Issue
  • - Volume 2021
  • - Article ID 8888886
  • - Research Article

Risk Analysis of Tunnel Construction Scheme Change based on Field Monitoring and Numerical Analysis

Zhanping Song | Wanying Su | ... | Guannan Zhou
  • Special Issue
  • - Volume 2021
  • - Article ID 6640240
  • - Research Article

Influence of Dry Beach on the Dynamic Stability of Ash Storage Field: A Numerical Analysis

Fangtao She | Chang Liu | ... | Jiulong Ding
  • Special Issue
  • - Volume 2021
  • - Article ID 6644471
  • - Research Article

Pore-Size Distribution Evolution of Intact, Compacted, and Saturated Loess from China during Consolidation and Shearing

Ping Li | Shengjun Shao | ... | Dandan Zhu
  • Special Issue
  • - Volume 2021
  • - Article ID 6672301
  • - Research Article

Research on the Collapse Coefficient of Collapsible Loess under Unloading

Bin Zhi | Pingping Wei | ... | Botuan Deng
  • Special Issue
  • - Volume 2021
  • - Article ID 6671233
  • - Research Article

Distribution Property of Shear Strength Parameters of Q2 and Q3 Loess in Northwest China and Its Application in Reliability Analysis of Natural and Filled Slopes

Xueyan Wang | Yi-li Yuan | ... | Yuan Mei
  • Special Issue
  • - Volume 2021
  • - Article ID 6656620
  • - Research Article

Research on the Formation Mechanism of Loess Vertical Joints

Chenxing Wang | Ruijun Jiang | ... | Xiaokun Hou
  • Special Issue
  • - Volume 2021
  • - Article ID 6654391
  • - Research Article

Study on the Loess Immersion Test of Metro Line 2 in Xi’an, Shaanxi Province, China

Yuanjun Xu | Jiading Wang | ... | Weiqian Ma
Advances in Civil Engineering
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Acceptance rate19%
Submission to final decision113 days
Acceptance to publication22 days
CiteScore3.400
Journal Citation Indicator0.370
Impact Factor1.8
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