Titlebook: Advances in Geo-Science and Geo-Structures; Select Proceedings o Awdhesh Kumar Choudhary,Somenath Mondal,G. L. Siva Conference proceedings

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Marcin Witkowski,Wojciech Glinkowskition of soil mass. The response in terms of displacement is dependent of soil mass properties, applied loading, pore water pressure, and time. The present paper includes formulation of consolidation problem using finite element method (FEM). The basic matrix equations for coupled finite element are

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Minimal Invasive Repair of Pectus Excavatum,neering practices. However, it can be noted that most of the reinforcement products are factory-made synthetic materials. In this regard, bamboo strips are proposed to be used as natural soil reinforcement material. Moreover, the utilization of bamboo strips as reinforcement material endorses the co

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Chest X-Ray in Clinical Practice (GBFS). Red soil is distributed over large part of the peninsular region in India. Red soil could be effectively stabilized to yield better strength characteristics. GBFS is the primary by-product of the iron and steel industry. Red soil was replaced with varying percentages of admixture (GBFS) by

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Pleural Thickening and Calcificationtent changes. When it comes into contact with water, the volume of the soil increases and decreases when water evaporates or loses its touch. Because of the unpredictable nature of this soil, it is not easy to construct or use such land properly without proper treatment because it provides different

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Computed Tomography: Technical Informationsease and epidemics. Utilization of incinerated municipal solid waste ash with lime for stabilization of soil is the main aspect of this study. Through this study, the geotechnical properties of fine-grained soil blended with different percentage of lime (1, 2 and 3%) and municipal solid waste ash (

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