The trend of using natural fibers in geotechnical engineering has become great interest to improve weak soils due some its advantages such as local availability, environmental friendliness, and lower cost. In this study, a set unconfined compression strength direct shear tests were conducted evaluate the performance Al-Nasiriya clayey soil reinforced with fibers. Three different types investiga...

Neogene friable deposits of the Quaternary age, widespread in Mongolia, belong to loess-like subsidence soils, mainly type I terms subsidence, and are kyrogenic-sublimation origin. As a result sublimation process permafrost ice (the most recent Altai-Tunguska which covered Euro-Asian region 15-18 thousand years ago) seasonal deep frozen occurring for many structure is decompacted, as latter, po...

The fibre-reinforced soil-cement columns are used as remediation measure against earthquake induced soil-liquefaction associated large settlements in liquefiable loose surface layer of sand. This sand was overlying on the non-liquefiable dense bottom 1-g physical modelling shallow foundation carried out using shaking table. There were four models constructed for testing and two types improvemen...

Soil modification is a technique for improving poor soil properties to make them suitable engineering projects. Regarding the previous studies, various types of stabilisations were used improve mechanical in soil. Several methodologies and experimental tests study positive negative effects utilising fibre on lime/cement-modified This paper reviews strength behaviour microstructural Fibre-Reinfo...