Outputs (5)

Development of strength models for prediction of unconfined compressive strength of cement/byproduct material improved soils (2017)
Journal Article

© 2017 ASTM International. All rights reserved. This paper presents the possible inclusion of pulverized fuel ash (PFA) and ground granulated blast slag (GGBS) in cement deep soil mixing for enhancement of unconfined compressive strength (UCS) of wea... Read More about Development of strength models for prediction of unconfined compressive strength of cement/byproduct material improved soils.

Investigative Modelling of Behaviour of Expansive Soils Improved using Soil Mixing Technique (2017)
Journal Article

This paper presents an investigative modelling of the behaviour of expansive soils improved using the soil mixing technique. In this study, the effect of cement and the inclusion of cementitious by-product materials such as Pulverised Fuel Ash (PFA)... Read More about Investigative Modelling of Behaviour of Expansive Soils Improved using Soil Mixing Technique.

Mechanism of hydraulic fracturing in cohesive zone of embankment dam cores - A review (2017)
Journal Article

Estimation of critica fracturing in fill dam experimental studies fracturing, model tests, numerical simulations and field tests methodologies. Since hydraulic fracturing is m been given much consideration can be trusted and is fixed cohesive zone of... Read More about Mechanism of hydraulic fracturing in cohesive zone of embankment dam cores - A review.

Evaluation of equivalent delamination driving coefficient in bonded concrete overlays (2017)
Journal Article

This study investigates failure due to interfacial delamination in a bonded concrete overlay system comprising Polymer Modifies Roller Compacted Concrete (PMRCC) overlay and substrate Ordinary Portland Concrete (OPC). Optimum overlay mix was designed... Read More about Evaluation of equivalent delamination driving coefficient in bonded concrete overlays.

Effect of overlap distance and chord angle on performance of overlapping soil-cement columns (2017)
Journal Article

The stress distribution in deep mixing improved columns is affected by cement content and in-situ soil properties of the surrounding soil. Group of cement improved soil column can be overlapped to form a shear wall which can support side slopes of em... Read More about Effect of overlap distance and chord angle on performance of overlapping soil-cement columns.