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Foundation analysis and design
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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
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Geologic controls on foundation damage in north-central Texas
TL;DR: In this article, the authors evaluated house foundations in Denton, Texas within the context of local geology and found that expansive soils pose a significant hazard to foundations and the magnitude of this hazard is controlled in part by underlying rock formations.
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Exact dynamic stiffness matrix of non-symmetric thin-walled beams on elastic foundation using power series method
TL;DR: Exact dynamic element stiffness matrix for the flexural-torsional free vibration analysis of the shear deformable thin-walled beam with non-symmetric cross-section on two-types of elastic foundation is newly presented using power series method based on the technical computing program Mathematica.
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Development of Prebored Screw Pile Method and Evaluation of Its Bearing Characteristics
TL;DR: In this paper, a prebored screw pile method is proposed to solve the noise and vibration problems of the auger-drilled pile method, where rotary penetration of a screw pile into a pre-bored hole filled with some cement milk and whose diameter is smaller than that of the screw pile is performed.
Seismic Response of R.C. Frames with Raft Footing Considering Soil Structure Interaction
TL;DR: In this paper, the effect of soil flexibility on the performance of building frames resting on raft foundation is investigated and different approaches of considering soil flexibility in the soil structure interaction analysis (SSI) with regard to the response in superstructure.
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Experimental Study on Load-Settlement Behaviour of Cement Stabilised Footing with Different Dimensions on Sandy Soil
TL;DR: In this paper, the load-time curves determined from test data showed that the required time to make constant the load variation versus time was more in those samples with 7.5 % cement content compared to those with cement contents of 2.5 and 5 %.