نتایج جستجو برای: soil youngs modulus

تعداد نتایج: 206406  

2015
Ahmed G. Mahgoub Hafez

The Cone Penetration Test (CPT) is a common in-situ test which generally investigates a much greater volume of soil more quickly than possible from sampling and laboratory tests. Therefore, it has the potential to realize both cost savings and assessment of soil properties rapidly and continuously. The principle objective of this paper is to demonstrate the feasibility and efficiency of using a...

2017
Benedetta Calusi Francesca Tramacere Carlo Filippeschi Nicola M. Pugno Barbara Mazzolai

In this work we present a study on mechanical properties of Zea mays primary roots. In order to have an accurate overview of the root structure, three different regions have been analyzed: the outer wall, the inner part, and the root cap. We used a dynamic nanoindentation technique to measure the elasticity modulus of root tissues in correspondence of different distances from the root tip. A sa...

2013
Yaser JAFARIAN Abdolhosein HADDAD Hamed JAVDANIAN

called maximum shear modulus, Gmax. It can be determined by in-situ methods from the measurements of the shear wave velocity, Vs, by means of crosshole, down-hole, up-hole, or surface wave testing. The relationship between maximum shear modulus and shear wave velocity is rigorous: 2 max s G V    where ρ is soil density. This parameter can be also obtained in laboratory by resonant column or ...

Journal: :International Journal of Social Sciences and Education Research 2015

In this study, unconfined compression tests have been conducted to investigate the impacts of copper slag on mechanical characteristics for stabilized cement and un-stabilized soil. Dozens of specimens were prepared at four percentages of cement (i.e. 0%, 2%, 4% and 6%) and five percentages of copper slag (i.e. 0%, 5%, 10%, 15% and 20%) by weight of dry soil. The samples compacted into a cylind...

2013
Xu Zhang Jian-Fei Lu

Dynamic analysis of a pile embedded in a half-space soil covered by a water layer is crucial for the designs of the pile foundations for bridges, docks and offshore platforms etc. In this paper, a coupled boundary element method (BEM) model is developed to evaluate the dynamic response of the pile. In the proposed model, the pile and half-space soil are treated as elastic media, while the water...

2006
S. A. Van Wart J. S. Owen E. A. Ludwig A. K. Meagher J. M. Korth - Bradley B. B. Cirincione

Scott Van Wart, M.S. Assistant Director, PK/PD Cognigen Corporation 395 Youngs Road Buffalo, NY 14221 (T): (716) 633-3463, ext. 241 (F): (716) 633-7404 Email: [email protected] AC CE PT ED Copyright © 2006, American Society for Microbiology and/or the Listed Authors/Institutions. All Rights Reserved. Antimicrob. Agents Chemother. doi:10.1128/AAC.01636-05 AAC Accepts, published onli...

Journal: :Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering) 2017

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