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Geotechnics, Volume 6, Issue 1

2026 March - 14 articles

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Articles (14)

  • Article
  • Open Access

Rapid Prediction for Overburden Caving Zone of Underground Excavations

  • Zihan Zhang,
  • Chaoshui Xu,
  • Zhao Feng Tian,
  • Feng Xiong and
  • John Centofonti

Underground coal gasification (UCG) is an emerging energy technology that involves the in situ conversion of coal into syngas through controlled combustion within a subsurface excavation. The geomechanical processes associated with UCG can lead to si...

  • Article
  • Open Access

Study on Creep Characteristics and Constitutive Model of Red-Bed Mudstone in Eastern Sichuan

  • Binghai Li,
  • Yang Chen,
  • Taibing Liu,
  • Guoqing Fu,
  • Jingeng Li,
  • Ao Lu and
  • Xiaoguang Jin

To accurately analyze the time-dependent stability of large-span tunnels traversing the F2 fault fracture zone, this study focused on the deep-buried red-bed mudstone of the Jishan Tunnel. Rock cores were retrieved from the critical Grade V surroundi...

  • Article
  • Open Access
78 Views
38 Pages

Geotechnical Characterization and Parameter Correlation of Paleogene Formations in the Transylvanian Basin, Romania

  • Ioan Gheorghe Crișan,
  • Octavian Bujor,
  • Nicolae Har,
  • Călin Gabriel Tămaș and
  • Eduárd András

The Transylvanian Basin is an intra-Carpathian sedimentary unit displaying complex tectonic and sedimentary evolution that started in the Late Cretaceous. This study presents a geotechnical characterization of three Paleogene lithostratigraphic units...

  • Article
  • Open Access
74 Views
19 Pages

Using current approaches, which are almost entirely based on volume methods, 3D simulations of complex underground excavations can be cumbersome and time-consuming. This is because the rock mass, which for practical purposes is of infinite extent, ha...

  • Article
  • Open Access
138 Views
28 Pages

Hydromechanical Behaviour and Reinforcement Performance of Railway Embankments Under Seasonal Inundation: A Laboratory Investigation and Numerical Modelling

  • Baitak Apshikur,
  • Temyrbay Chigambayev,
  • Alizhan Almas,
  • Murat Alimkulov,
  • Bisenbay Makhanov and
  • Yerbulan Abaikhan

Seasonal groundwater rise of 2.5–3.0 m leads to full saturation of the lakeside slope of the railway embankment, significantly reducing the strength of clayey–sandy loam layers. Laboratory shear tests showed that saturation decreases the...

  • Article
  • Open Access
142 Views
21 Pages

This study aims to investigate the tip resistance mechanism of open-ended steel pipe piles under partially plugged conditions by decomposing the load-sharing contribution of the ring zone and the internal soil core. A virtual static loading test was...

  • Article
  • Open Access
138 Views
22 Pages

To investigate the shear behavior of rock mass joint surfaces with varying roughness and lithology, this study introduces a novel experimental framework that combines high-precision 3D printing and direct shear testing. Ten artificial joint surfaces...

  • Article
  • Open Access
165 Views
23 Pages

Pile foundations are widely used to transfer axial loads to deeper strata, where uplift resistance is critical for offshore structures, towers, and retaining systems. Uplift capacity is governed primarily by shaft resistance mobilized along the pile&...

  • Article
  • Open Access
322 Views
34 Pages

Uncertainty quantification in science and engineering has become increasingly important due to advances in computational mechanics and numerical simulation techniques. In this work, the relationship between uncertainty in soil material parameters and...

  • Article
  • Open Access
114 Views
18 Pages

Variational Elastic Solution for Dynamic Torsional Soil–Pile Interaction Using Fictitious Soil Pile Model

  • Bochen Wang,
  • Hongqian Lu,
  • Weiming Gong,
  • Jiaqing Shu,
  • Xiaoqing Gu and
  • Geng Cao

Soil–structure interaction (SSI) under torsional loading plays a critical role in the dynamic performance of foundations supporting offshore structures and machine foundations. However, existing simplified or semi-analytical approaches often id...

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Geotechnics - ISSN 2673-7094