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Analysis of A 3-Dimensional Structure with F.E.M. and P-Delta Method Considering Lateral Forces Using ETABS : A Review
Authors(2) :-Shiv Shankar Tiwari, Rahul Sathbhaiya
Limited component strategy is a notable and profoundly successful procedure for the calculation of rough arrangements of complex limit esteem issues. Limited component strategies are at present broadly utilized in designing examination, and we can anticipate that this use should increment altogether in the years to come. The methodology are utilized broadly in the investigation of solids and structures and of warmth move and liquids, and surely, limited component strategies are valuable in for all intents and purposes each field of designing examination.. In this study we are performing review of literatures, journals and publication related to analysis methods.
Shiv Shankar Tiwari
P.G. Scholar, Department of Civil Engineering, Infinity Management & Engineering College, Sagar, , Madhya Pradesh, India
Rahul Sathbhaiya
Associate Professor, Department of Civil Engineering, Infinity Management & Engineering College, Sagar, , Madhya Pradesh, India
Analysis, Forces, Displacement, Mathematical Equations, Software
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Publication Details
Published in : Volume 6 | Issue 3 | May-June 2022
Date of Publication : 2022-06-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 45-49
Manuscript Number : IJSRCE22636
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE22636
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Performance evaluation on CBR values of soft soil using coir and bamboo for flexible payment
Authors(2) :-Manmohan Sahu, Mr. Akhand Pratap Singh
Flexible pavement is one of the most widely used highways all over the country. The properties of soil affect the stability and durability of the pavement. Now a days, various kinds of geotextiles are using as a successful application in soil stabilization for improving the subgrade soil properties. The application of geotextiles in structural facilities is mainly concentrated on the raising the strength of structure and also does not address the issue of sustainability of raw materials used. In India, for evaluating the stability of the soil subgrade CBR test is recommended as per IRC 37-2001 design code in designing the flexible pavements. In this work, natural geotextiles i.e. coir and bamboos are interfaced with soft subgrade from two different locations, to evaluate the performance of CBR values. Non-woven Coir and bamboos are interfaced individually at 75% depth from base and also in composite way. Comparison was done for different arrangements of natural geotextiles in subgrade sample. CBR value increases with increase in addition of geotextiles i.e., its value is higher for soil having composite geotextile (soil with non-woven coir + square arrangement of bamboo). It is economical as it can reduce the cost of construction as it reduces the total thickness of the pavement.
Subgrade soil, Soil stabilization, Natural geotextiles, Coir geotextile, Bamboo, CBR.
Publication Details
Published in : Volume 6 | Issue 3 | May-June 2022
Date of Publication : 2022-06-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) :
Manuscript Number : IJSRCE22636
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE22636
Article Preview