Advances in Civil Engineering

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


Publishing date
01 May 2021
Status
Closed
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

This issue is now closed for submissions.

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

This issue is now closed for submissions.

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 6622370
  • - Research Article

Study on Soil-Water Characteristics of Expansive Soil under the Dry-Wet Cycle and Freeze-Thaw Cycle considering Volumetric Strain

Lisi Niu | Aijun Zhang | ... | Zhichao Liang
  • Special Issue
  • - Volume 2021
  • - Article ID 6617228
  • - Research Article

Collapse Potential of Loess under Unloading Effect

Xin Jin | Tie-Hang Wang | ... | Yan-Zhou Hao
  • Special Issue
  • - Volume 2021
  • - Article ID 6672430
  • - Research Article

Experimental Study on Electric Resistivity Characteristics of Compacted Loess under Different Loads and Drying-Wetting Cycles

Yu Zhou | Guoyu Li | ... | Liyun Tang
  • Special Issue
  • - Volume 2021
  • - Article ID 6682921
  • - Research Article

Deformation Law of the Diaphragm Wall during Deep Foundation Pit Construction on Lake and Sea Soft Soil in the Yangtze River Delta

Yuan Mei | Dongbo Zhou | ... | Yuanying Liu
  • Special Issue
  • - Volume 2021
  • - Article ID 6626149
  • - Research Article

Experimental Study on Frost-Heaving Force Development of Tibetan Clay Subjected to One-Directional Freezing in an Open System

Pengfei He | Meng Xiong | ... | Xinlei Na
  • Special Issue
  • - Volume 2021
  • - Article ID 6674195
  • - Research Article

Stability Analysis on the Long-Term Operation of the Horizontal Salt Rock Underground Storage

Chengzhong Zhang | Qiang Zhang | ... | Junbao Wang
  • Special Issue
  • - Volume 2021
  • - Article ID 6652210
  • - Research Article

Experimental Study on Main Physical Parameters Controlling Shear Strength of Unsaturated Loess

Wen-tong Tian | Jian-hua Dong | ... | Bo Yang
  • Special Issue
  • - Volume 2020
  • - Article ID 6665372
  • - Research Article

Field Test Study of the Artificial Ground-Freezing Method Subsurface Excavation Construction of Watered Sandy Stratum in Collapsible Loess Area

Yuan Mei | Liangjie Zhao | ... | Hang Gong
  • Special Issue
  • - Volume 2020
  • - Article ID 6623710
  • - Research Article

Unconfined Mechanical Properties of Nanoclay Cement Compound Modified Calcareous Sand of the South China Sea

Wei Wang | Jian Li | Jun Hu
  • Special Issue
  • - Volume 2020
  • - Article ID 8875922
  • - Research Article

Predicting the Compressive Strength of Desert Sand Concrete Using ANN: PSO and Its Application in Tunnel

He Cai | Taichang Liao | ... | Wencui Yang
Advances in Civil Engineering
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Acceptance rate19%
Submission to final decision113 days
Acceptance to publication22 days
CiteScore3.400
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Impact Factor1.8
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