An interdisciplinary approach towards improved understanding of soil deformation during compaction
Soil compaction not only reduces available pore volume in which fluids are stored, but it
alters the arrangement of soil constituents and pore geometry, thereby adversely impacting …
alters the arrangement of soil constituents and pore geometry, thereby adversely impacting …
A review of road embankment stability on soft ground: problems and future perspective
RC Mamat, A Kasa, SFM Razali - IIUM Engineering Journal, 2019 - journals.iium.edu.my
This paper presents an exhaustive review of the challenges faced in the construction of road
embankments on soft ground and proposes a direction for future development. Frequently …
embankments on soft ground and proposes a direction for future development. Frequently …
Long-term non-linear creep and swelling behavior of Hong Kong marine deposits in oedometer condition
The time-dependent stress-strain behavior of clayey soil is a great concern for predicting
long-term settlement especially for large-scale land reclamation projects. In this paper, long …
long-term settlement especially for large-scale land reclamation projects. In this paper, long …
A new simplified method for calculating short-term and long-term consolidation settlements of multi-layered soils considering creep limit
The long-term consolidation settlement of soft soils under infrastructures is seriously
concerned in coastal areas. In practice, soft soil ground is usually composed of multiple …
concerned in coastal areas. In practice, soft soil ground is usually composed of multiple …
[HTML][HTML] Numerical optimization applying trust-region reflective least squares algorithm with constraints to optimize the non-linear creep parameters of soft soil
Determination of the creep model parameters is a challenging task particularly when a non-
linear elastic visco-plastic (EVP) model is adopted, mainly due to the limited test duration as …
linear elastic visco-plastic (EVP) model is adopted, mainly due to the limited test duration as …
[HTML][HTML] A simple hydrodynamic model for clay
M Wiebicke, I Einav - Journal of the Mechanics and Physics of Solids, 2024 - Elsevier
Laboratory description of clay normally distinguishes the scale of atoms from the scale of
clay particles and aggregates. Contemporary constitutive models for clay tend to ignore this …
clay particles and aggregates. Contemporary constitutive models for clay tend to ignore this …
Influence of matric suction on nonlinear time-dependent compression behavior of a granular fill material
The site formation for the construction of a new airport in a mountainous region is typically
performed by cutting and filling a hill section. The fill materials are subjected to seasonal …
performed by cutting and filling a hill section. The fill materials are subjected to seasonal …
A bounding surface viscoplasticity model for time-dependent behavior of soils including primary and tertiary creep
B Shahbodagh, TN Mac, GA Esgandani… - International Journal of …, 2020 - ascelibrary.org
A viscoplastic model is presented for creep and strain rate behavior of soils with particular
reference to capturing drained, undrained, primary, and tertiary creep. The model is …
reference to capturing drained, undrained, primary, and tertiary creep. The model is …
Performance of laterally loaded piles considering soil and interface parameters
© 2014 Techno-Press, Ltd. To investigate the soil-pile interactive performance under lateral
loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and …
loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and …
Soil creep effects on ground lateral deformation and pore water pressure under embankments
Analysing the behaviour of the soft ground under embankments is a challenging task and is
of significant interest to practising geotechnical engineers. This paper revisits a well known …
of significant interest to practising geotechnical engineers. This paper revisits a well known …