Knowledge in Probability & statistics
PROBABILITY AND STATISTICS previous question paper
The above document is PROBABILITY AND STATISTICS previous question paper. It will helps you in your academics a lot.
Ramagiri Rahul
STATISTICS IN METROLOGY
BOOSTING YOUR KNOWLEDGE ABOUT STATISTICS
KRISHNENDU GHOSH
PROBABILITY DISTRIBUTION
INTRODUCE WITH PROBABILITY DISTRIBUTION
Probability
This article is about Probability of Allied Mathematics
Rahul Ramachandran
Sample Distribution
This article is about Sample Distribution and Large Sample Tests of Hypothesis with full steps and explanation of subject Allied Mathematics
Allied Mathematics-2 Question Paper
This article is about Allied Mathematics question Paper
SAMPLING THEORY
IT IS VERY NEEDFUL FOR STUDENTS FROM STATISTICAL BACKGROUND.
Subham Bera
Statistical Methods
This article is about Statistical Methods of allied mathematics with full explanations and Limitations
STATISTICAL INTERSEREENCE
STATISTICAL INTERFERENCE IS IMPORTANT IN ORDER TO ANALYZE DATA PROPERLY. INDEED, PROPER DATA ANALYSIS IS NECESSARY TO INTERPRET RESEARCH RESULTS AND TO DRAW APPROPRIATE CONCLUSIONS.
Abel C.P
stability analysis
Slope stability analysis is a static or dynamic, analytical or empirical method to evaluate the stability of earth and rock-fill dams, embankments, excavated slopes, and natural slopes in soil and rock. Slope stability refers to the condition of inclined soil or rock slopes to withstand or undergo movement. The stability condition of slopes is a subject of study and research in soil mechanics, geotechnical engineering and engineering geology. Analyses are generally aimed at understanding the causes of an occurred slope failure, or the factors that can potentially trigger a slope movement, resulting in a landslide, as well as at preventing the initiation of such movement, slowing it down or arresting it through mitigation countermeasures. The stability of a slope is essentially controlled by the ratio between the available shear strength and the acting shear stress, which can be expressed in terms of a safety factor if these quantities are integrated over a potential (or actual) sliding surface. A slope can be globally stable if the safety factor, computed along any potential sliding surface running from the top of the slope to its toe, is always larger than 1. The smallest value of the safety factor will be taken as representing the global stability condition of the slope. Similarly, a slope can be locally stable if a safety factor larger than 1 is computed along any potential sliding surface running through a limited portion of the slope (for instance only within its toe). Values of the global or local safety factors close to 1 (typically comprised between 1 and 1.3, depending on regulations) indicate marginally stable slopes that require attention, monitoring and/or an engineering intervention (slope stabilization) to increase the safety factor and reduce the probability of a slope movement.
Paper of 2019 of Statistics
previous year papers
Rishika Jain