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Principles of Foundation Engineering
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The 7th edition of the "PrincipLES of FOUNDATION ENGINEERING" as discussed by the authors was published in the fall of 1983 and has been widely used in foundation engineering courses.Abstract:
Originally published in the fall of 1983, Braja M. Das' Seventh Edition of PRINCIPLES OF FOUNDATION ENGINEERING continues to maintain the careful balance of current research and practical field applications that has made it the leading text in foundation engineering courses. Featuring a wealth of worked-out examples and figures that help students with theory and problem-solving skills, the book introduces civil engineering students to the fundamental concepts and application of foundation analysis design. Throughout, Das emphasizes the judgment needed to properly apply the theories and analysis to the evaluation of soils and foundation design as well as the need for field experience.read more
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Analisis penyebab kerusakan rumah sederhana yang didirikan di atas tanah lempung di daerah kerobokan
TL;DR: In this article, Tujuan studi untuk analisis penyebab kerusakan pada bangunan, apakah akibat pengembangan atau penurunan.
Journal ArticleDOI
Analysis of a pile in a layered system in a seismic region
TL;DR: In this paper, a relatively simple analysis of the performance of a pile in a layered system consisting of an upper layer of fill, a middle layer of sand, which may itself be layered, and a competent base layer which may or may not be permeable.
DissertationDOI
Travel time tomographic imaging of the distribution of the effective stress in clean sand under a model footing
TL;DR: In this paper , a tomographic image of the states of induced and in-situ and induced stresses in clean, dry sand underneath a model footing was obtained using bimorph piezoceramic crystals.
Journal Article
Effectiveness of Proposed Relationship for Increasing of Bending Stiffness of Circular Micropile Group in Sandy Soil
TL;DR: In this article, a new equation was developed to show how to affect the decrease of foundation rotations in sites with high shear wave velocity and to decrease structural seismic responses by presenting necessary diagrams.