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Foundation analysis and design
TLDR
In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.Abstract:
Keywords: Fondation ; Mur de soutenement ; Pieux ; Capacite portante ; Ancrage ; Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08read more
Citations
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Integral analysis of geoelectrical (resistivity) and geotechnical (spt) data in slope stability assessment
Mohd Hazreek Zainal Abidin,Rosli Saad,Ahmad Fauziah,Chitral Wijeyesekera,Mohamad Faizal Tajul Baharuddin +4 more
TL;DR: In this article, a combination of geophysical and geotechnical analysis was used to investigate the stability of a slope together with the influence of heterogeneous geomaterials in wet tropical regions.
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3D numerical analysis of piled raft foundation in stone column improved soft soil
Manojit Samanta,Riya Bhowmik +1 more
TL;DR: The concept of composite piled raft foundation incorporates piles of different lengths and stiffness, where short columns of flexible materials improve the shallow soft soil and longer columns of rigid materials are used to stabilize the foundation as discussed by the authors.
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Geotechnical characterization and analysis of rainfall—induced 2009 landslide at Marappalam area of Nilgiris district, Tamil Nadu state, India
TL;DR: In this article, the authors described the geotechnical characterization and analysis of rainfall-induced landslide that occurred at Marappalam location of Nilgiris district on November 10, 2009.
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Pasternak Model for Oblique Pullout of Inextensible Reinforcement
Shantanu Patra,J. T. Shahu +1 more
TL;DR: In this paper, an analysis of the pullout capacity of sheet reinforcement subjected to oblique pullout force is presented for evaluating the performance of a two-parameter linear-elastic Pasternak model.
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In-situ evaluation of undrained shear strength from seismic piezocone penetration tests for soft marine clay in Jiangsu, China
TL;DR: In this paper, the authors evaluate the su of marine clay from Lianyungang in Jiangsu Province of China and determine the relationship between su and seismic piezocone test (SCPTU) parameters at the Liangyungang site.