Results 21 to 30 of about 1,796,615 (281)

Suitable waves for bender element tests: Interpretations, errors and modelling aspects [PDF]

open access: yes, 2015
© 2016, Technical University of Budapest. All rights reserved.Extensive research on bender element tests has been carried out by many researchers, but precise guidelines for carrying out such tests have not yet been established.
Orr, T.   +7 more
core   +5 more sources

Investigation on relationship between P-wave velocity and B-value by bender element tests

open access: yesYantu gongcheng xuebao, 2020
The P-wave velocity Vp and the pore water pressure coefficient B in saturated soils are measured by bender element system in a GDS stress path triaxial apparatus. The evolution of P-wave signals with saturation and the effects of fluid type (tap water or
GU Xiao-qiang 1, 2, ZUO Kang-le 1, 2, GAO Guang-yun 1, 2
doaj   +1 more source

Examination of a novel wavelet based approach for bender element testing [PDF]

open access: yes, 2008
Presented at the 4th Symposium on Bridge & Infrastructure Research in Ireland, 4-5 December 2008, Galway, IrelandAccurate determination of shear wave arrival time using bender elements may be severely affected by a combination of near field effects and ...
Donohue, Shane   +2 more
core   +1 more source

st-bender/pyeppaurora: Version 0.1.0

open access: yes, 2021
First official beta ...
Stefan Bender
core   +1 more source

K0-determination by stress path triaxial apparatus with bender element

open access: yesYantu gongcheng xuebao, 2017
The coefficient of lateral earth pressure at rest K0 of Shanghai soft clay is measured by the GDS stress path triaxial device. The shear wave velocity and the corresponding small strain shear stiffness at K0 state are also determined by the bender ...
LIU Lin 1, 2, GU Xiao-qiang 1,2,3, HUANG Mao-song 1, 2
doaj   +1 more source

Laboratory-Based Correlation between Liquefaction Resistance and Shear Wave Velocity of Sand with Fines

open access: yesGeotechnics, 2021
This paper presents the results of a laboratory investigation into the effect of non-plastic fines on the correlation between liquefaction resistance and the shear wave velocity of sand.
Anthi I. Papadopoulou, Theodora M. Tika
doaj   +1 more source

Development and preliminary application of a new temperature-controlled triaxial test system for unsaturated soils

open access: yesYantu gongcheng xuebao, 2018
In order to study the influence of temperature on the hydraulic, mechanical and acoustic properties of unsaturated soils, a temperature-controlled triaxial apparatus with the bender element system (BES) and precision volume change measurement is ...
LI Jian 1,2, WANG Yong 2, KONG Ling-wei 2, WANG Ming-yuan 3, CHENG Peng 1,2, MA Yong-zheng 4
doaj   +1 more source

Effect of river indus sand on concrete tensile strength [PDF]

open access: yes, 2018
In the development of Pakistan construction industry, the utilization of River Indus sand in concrete as fine aggregate has expanded tremendously. The aim of this research is to study the effect of Indus River sand on the tensile strength of various ...
Hasni, Noor Afrina   +12 more
core   +2 more sources

Mechanical Properties and Microscopic Mechanism of Basic Oxygen Furnace (BOF) Slag-Treated Clay Subgrades

open access: yesBuildings, 2023
Civil engineering faces a substantial challenge when dealing with soft and compressible clayey soils. Conventional soil stabilization techniques involving ordinary Portland cement (OPC) result in notable CO2 emissions. This study explores the utilization
Arailym Mustafayeva   +5 more
doaj   +1 more source

ATIK YÜZ MASKESİNİN DÜŞÜK PLASTİSİTELİ KİL ZEMİNİN SERBEST BASINÇ MUKAVEMETİNE VE KAYMA DALGASI HIZINA ETKİSİ

open access: yesEskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi
Covid-19 pandemisi ile birlikte dünya genelinde tek kullanımlık yüz maskesi kullanımı büyük artış göstermiştir. Bu kullanılmış maskelerin artışı çevre için büyük tehdit oluşturmakla birlikte, bertaraf edilmesi de problem olarak ortaya çıkmıştır.
Eren Balaban   +2 more
doaj   +1 more source

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