Triggered liquefaction in earthquakes, that soil displays fluid-like characteristics caused by
an on-going increase of pore water pressure and reduction of the effective stress, can …

Earthquake-induced liquefaction causes soil to exhibit fluidlike behavior due to a sudden
increase in pore water pressure and a concurrent decrease in effective stress. The …

Conventional triaxial compression tests were conducted to determine the effect of cement
and polypropylene fiber reinforcement on sand. The cement content was 3%(dry wt.) of the …

Many studies have been carried out on the influence of freeze–thaw cycles on the
mechanical behavior of cement-or lime-stabilized soils. However, very limited studies have …

This study aims to develop a dosage methodology based on tensile and compressive
strength for artificially cemented fibre reinforced soils considering filament length. The …

This book helps you make sense of the data your school collects, including state student
achievement results as well as other qualitative and quantitative data. Easy-to-use …

This research explores the performance of randomly distributed fibers in enhancing the
liquefaction resistance and shear modulus of loose and medium dense sand deposits. Thirty …

The present work proposes a theoretical model for predicting the splitting tensile strength
(qt)-unconfined compressive strength (qu) ratio of artificially cemented fibre reinforced soils …

A series of monotonic and multidirectional cyclic simple shear tests were performed on
reconstituted fiber-reinforced calcareous sand specimens prepared by the dry deposition …

For fibre-reinforced granular soils, the efficiency of the fibres is governed by the local fibre–
grain interaction mechanism. This local interaction mechanism is evaluated, in this paper, by …