Results 141 to 150 of about 169,357 (237)

Weaving Vectorial Responses: Magnetorheological Fibrous Materials for Programmable Sensing and Actuation. [PDF]

Sensors (Basel)
Tang Y, Li J.
europepmc   +1 more source

Vector-stimuli-responsive magnetorheological fibrous materials. [PDF]

Nature
Pu J, Li H, Liu J, Li K, Tao X.
europepmc   +1 more source

Programmable vector-responsive magnetorheological fibers for smart textiles. [PDF]

Matter
Guo R, Xu X, Chen J.
europepmc   +1 more source

DEVELOPMENT OF STEEL PIPE PILE WITH HELICAL WINGS

AIJ Journal of Technology and Design, 2000
Tsutomu TSUCHIYA, Katsuyuki YOSHIDA, Fumikazu OHSUGI   +2 more
openaire   +2 more sources

Bourke Town, near Drummoyne Park, 154 building sites [cartographic material] /

, 1883
"Loxton & Bullock, licensed surveyors ... 112 Pitt St., Sydney".; Sales plan for Drummoyne showing blocks for sale in area bounded by Lyons Road, Millar and Thomson Streets, and Long Cove.; Includes text, ill.
Mill, Pile & Gilchrist.
core  

Numerical analysis of bearing capacity of winged helical anchor in clayed soil. [PDF]

Sci Rep
Hao D, Zhang Y, Chen Y, Chen R, Kong G, Wu K, Han Y.   +6 more
europepmc   +1 more source

Numerical modelling of rows of discrete piles used to stabilise landslides under long-term conditions in clays

, 2013
A literature review found no rigorous solution for the ultimate lateral pile-soil pressure ( ) in a soil characterised by a frictional failure criterion, and that the popular empirical methods to estimate give profiles with depth that differ ...
Pan, D.
core  

Frequency domain analysis of torsional vibration of single pile in orthotropic viscoelastic layered foundation. [PDF]

Sci Rep
Lian Z, Zhu Y, Jiu Y.
europepmc   +1 more source

Numerical modelling of time dependent pore pressure response induced by helical pile installation

, 2005
The purposes of this research are to apply numerical modelling to prediction of the pore water pressure response induced by helical pile installation into fine-grained soil and to gain better understanding of the pore pressure behaviour observed during
Vyazmensky, Alexander M.
core  

Modifying the capacity of shallow foundations to resist uplift forces using structural skirts as a promising alternative to using piles. [PDF]

F1000Res
Jaafar Al-Zubaidi A, Al-Saidi AAH.
europepmc   +1 more source