Soil improvement via MICP (microbially induced carbonate precipitation) technologies has
recently received widespread attention in the geoenvironmental and geotechnical fields …

Fine-grained calcareous silt interlayers with a non-uniform thickness are distributed
discontinuously in the hydraulically reclaimed foundation of island-reefs in the South China …

The existed understanding of stress-dilatancy behavior is predominantly based on
experiments conducted with clean quartz sand, with limited research focusing on coral sand …

The main objective of this study was to evaluate the use of enzymatic induced carbonate
precipitation (EICP) treatment for erodibility improvement, scour mitigation, and water …

This study presents unconfined compression (UC) tests, Bender Element (BE), viscosity and
dispersion tests on bentonite-waste glass (WG) mixtures. Two distinct sizes of the WG (fine …

In geotechnical engineering, the soil-structure interface is an important aspect to be taken
into account in soil-structure interaction because it relates to the stability of supported …

This paper presents effects of particle size distribution and plasticity on geotechnical
properties of sand-clay mixtures. Two different clay types (kaolinite and bentonite) were …

In the past, several studies were performed for assessment of compaction properties of
different types of soils. A comprehensive evaluation of compaction parameters is essential …

Understanding accurately the influence of non-plastic fines on stress-dilatancy of coral sand
mixture-packing is crucial for marine engineering in various geotechnical applications. This …

Coral sand (CS) always contain different contents of fines and consequently cause some
changes to shear behavior which is distinct from the regular silicious sand. To examine the …