Reliability of Soil and Ground Improvement Techniques on Peaty Clay Soil ““ A Review IJTSRD
Various ground improvement methods have evolved in the last decade, these methods seek to improve the shear strength parameters of the soil and thus increase the bearing capacity. This paper, presents the reliability of the results of improvement techniques on Peaty clay soil, in various locations at a 1m depth, using the Unconfined Compressive strength […]
Development of Concrete Filled Steel Tube CFST A Review IJTSRD
Concrete filled steel tube CFST structure offers numerous structural benefits, and has been widely used in civil engineering structures. This paper reviews the development of concrete filled steel tubular structures members. The research development on CFST structural members in most recent years is summarized and discussed. Some construction projects utilizing CFST members are also introduced. […]
Analysis and Design of Shear Wall with Various Openings Criteria IJTSRD
œShear wall in a building construction, a rigid vertical diaphragm capable of transferring lateral forces from exterior wall , floors and roofs to the ground foundation in a direction parallel to their planes . Example,.reinforced concrete wall. Wind and seismic loads are the most common load that shear wall are designed to carry. In this […]
Study of Road Maintenance Fund Needs Approach with Link Based and Network Based IJTSRD
Dynamical systems approach can describe the process of roads pavement damage and road maintenance funding allocation scenarios. One of the important thing to predict road maintenance fund needs in the future is how to estimate the traffic that is going through in each link on the road network. Currently there are two ways to forecast […]
Performance Studies on Utilization of Ceramic Waste Tile and Quarry Dust as Partial Replacement of Gravel and Sand in Concrete IJTSRD
This paper present the experimental results obtained from the incorporation of ceramic waste tile CWT and quarry dust QD as a partial replacement to coarse and fine aggregate with different percentages in concrete. The concrete specimens were casted with ceramic waste tile as coarse aggregate replacing with natural coarse aggregate at 0 , 5 , […]