The behaviour of a test embankment constructed on a soft clayey deposit in Saga, Japan,
was simulated by both three-dimensional (3D) and two-dimensional (2D) finite element …

This paper reviews the recent environmental deterioration in Ariake Sea, Japan, including
an increased frequency of red tides and hypoxic waters and decreased fishery production …

Soil–lime interactions involve concomitant short-term and long-term alterations of the fine-
grained soil resulting in the formation of a workable material bonded by various pozzolanic …

Weak soils comprise of saturated clays, fine silts and loose sand. These soils are
susceptible to failure and pose problems of stability. Therefore, the aim of this study was to …

This paper studies the changes in physicochemical and mechanical properties of lime-
treated loess at different lime contents and curing days. The physical tests were conducted …

This study introduces an innovative approach for estimating the unconfined compressive
strength (qu) of cement-stabilized soil using the non-invasive measurement of small-strain …

The long-term strength development and durability of in-situ cement-treated soil were
investigated by physicochemical analysis and geochemical thermodynamic modeling. The …

Assessing the subsurface geological conditions beneath a structure is crucial, as soils
inherently tend to lose intergranular strength when subjected to static or dynamic loads …

This paper presents a case study of river wall reinforcement by soil–cement columns using
deep cement mixing method. The study includes the selection of the best method among …

This study investigates the use of glass fiber-reinforced polyester (GRP) pipe powder (PP)
for improving the bearing capacity of sandy soils. After a series of direct share tests, the …