Your single point of reference for all your Geotechnical Inquiries

Publications tagged with [soil properties]

Total Items found:
<p>Soil nailing is an effective stabilizing method for slopes and excavations and has beenwidely used worldwide. It is a reinforcing method using the shear strength of in-situground and the pull-out resistance of soil nailing. Research on numerical schemes ...
Reference: Measurement 73 (2015) 341–351
<p>This book is the text for the introductory course of Soil Mechanics in the Department of Civil Engineering of the Delft University of Technology, as I have given from 1980 until my retirement in 2002. It contains an introduction into the major principles ...
Reference: A. Verruijt, Soil Mechanics
This research presents the correlation of undrained shear strength based on the cone resistance from the cone penetration test (CPT) for clayey soils in Indiana. It utilized the field cone penetration test program including the CPT, the index test, the one ...
Reference: FHWA/IN/JTRP-2010/07
<p>Many empirical and theoretical CPT interpretation methods are broadly accepted and used in practice. These approaches tend to consider whether the cone penetration is drained or undrained, and then will consider the soil as either &ldquo;sand&rdquo; or ...
Reference: 2nd International Symposium on Cone Penetration Testing, Huntington Beach, California, 2010
Advantage of Bayesian approach to geotechnical designing. The paper addresses the possibility of the Bayesian approach’s application to geotechnical engineering. First the principal information on the Bayesian analysis has been presented and its applications ...
Reference: Land Reclam. 41 (2), 2009
Liquefaction triggering assessments are often performed for individual locations, providing little information in regard to the expected spatial extent of liquefaction events. The present paper proposes a method to quantify the potential extent of liquefaction ...
Reference: JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING © ASCE / JANUARY 2008
There is little dispute that the current geotechnical design process could be improved significantly by integrating the various design components (loads, soil parameters, calculation models, and factors of safety) in a more logical and self-consistent way. ...
Reference: Foundation Design Codes and Soil Investigation in view of International Harmonization and Performance, 2002
This paper promotes simple criteria based on “key” soil parameters that help partition liquefiable and non-liquefiable silty soils. A brief review of the physical characteristics of silts and clays is first given to help clarify some misconceptions about silty ...
Reference: 12WCEE 2000