In-plane shear modulus of cross-laminated timber by diagonal compression test

Rolling Shear Properties of Cross Laminated

1 College of Materials Science and Engineering, Nanjing Forestry University, 159 6 Longpan Road, Nanjing, Jiangsu, China 210037. 7 2 Faculty of Forestry and Environmental Management, University of New 8 Brunswick, 28 Dineen Drive, Fredericton, New Brunswick, Canada E3B 5A3. 9 * Corresponding author: [email protected] 10 Received: July 08, 2017 11 Accepted: March 02, 2018 12 Posted online: March 06...

Ambient vibration tests of a cross-laminated timber building

The Validity Assessment of Laboratory Shear Modulus Using In-Situ Seismic Piezocone Test Results

Seismic piezocone device (SCPTu) together with Resonant Column and Cyclic Triaxial test apparatus are employed to measure small strain shear modulus (G0) of carbonate sandy and clayey soils of southern coasts of Iran. A large area of southern regions of Iran is formed from clay, silt and sand. In this study, maximum shear modulus that is derived from both field (by seismic piezocone) and labora...

Estimation of Subgrade Resilient Modulus Using Unconfined Compression Test

1 2 Resilient modulus test is the recommended test to characterize subgrade soil for 3 pavement design in 1993 AASHTO pavement design guide as well as new proposed 4 Mechanistic-Empirical Pavement Design Guide (MEPDG). This test requires significant 5 resources including high level of technical capability to conduct. For smaller projects where 6 costly and complex resilient modulus testing is n...

Estimation of Subgrade Resilient Modulus Using the Unconfined Compression Test

To facilitate pavement design, the new proposed mechanistic-empirical pavement design guide recommends the resilient modulus to characterize subgrade soil and its use for calculating pavement responses attributable to traffic and environmental loading. Although resilient modulus values could be determined through laboratory testing of actual subgrade soil samples, such testing would require sig...