Results 271 to 280 of about 4,303 (287)

Coupled Experimental and Numerical Approaches in Bender Element Testing of Geomaterials

2022
António Gomes Correia, Marcos Arroyo, Abdalla Almukashfi, Ionut Moldovan, Natàlia Climent   +4 more
openaire   +1 more source

Discrete element modeling of shear wave propagation using bender elements in confined granular materials of different grain sizes

Computers and Geotechnics, 2020
Xiaoqiang Gu, Yao Shan, Xin Huang
exaly  

Measurement of small-strain shear modulus Gmax of dry and saturated sands by bender element, resonant column, and torsional shear tests

Canadian Geotechnical Journal, 2008
Dong-Soo Kim
exaly  

Bender element measurement of small strain shear modulus of cement-treated marine clay – Effect of test setup and methodology

Construction and Building Materials, 2018
Huawen Xiao, Kai Yao, Yong Liu
exaly  

Measurement of small strain shear modulus of clean and natural sands in saturated condition using bender element test

Soil Dynamics and Earthquake Engineering, 2015
Yuanqiang Cai, Chuan Gu, Changjie Xu
exaly  

Laboratory measurements of small strain properties of dry sands by bender element

Soils and Foundations, 2013
Xiaoqiang Gu, Jun Yang, Maosong Huang
exaly  

Travel time observation using numerical simulation of bender element testing in time and frequency domain

Soils and Foundations, 2019
Toshihiro Ogino
exaly  

Bender element tests in dry and saturated sand: Signal interpretation and result comparison

Soils and Foundations, 2015
Xiaoqiang Gu, Jun Yang, Maosong Huang
exaly  

The Effect of Different Boundary Conditions on the Result of Bender-Extender Element Test

IACGE 2018, 2019
Lin Huang, Yong Wang, Jian Li, Wei He, Xian-qin Li   +4 more
openaire   +1 more source

Impact of specimen height on bender element testing of dense sand

9th International SUT Offshore Site Investigation Geotechnics Conference Proceedings “Innovative Geotechnologies for Energy Transition”
A.H. Augustesen, L. Krogh, P. Carotenuto, Y. Suzuki, R. Dyvik   +4 more
openaire   +1 more source