Results 81 to 90 of about 634,027 (297)

Searching the critical soil organic carbon threshold for satisfactory tilth conditions – test of the Dexter clay:carbon hypothesis [PDF]

open access: yes, 2010
The concern for deteriorating soil structure at low soil organic matter (SOM) contents calls for better knowledge of SOM interaction with soil minerals as well as guidelines for soil conservation.
Christensen, B.T.   +4 more
core  

Numerical and experimental analysis of the leaning Tower of Pisa under earthquake [PDF]

open access: yes, 2017
Twenty years have passed from the most recent studies about the dynamic behavior of the leaning Tower of Pisa. Significant changes have occurred in the meantime, the most important ones concerning the soil-structure interaction.
Akkar   +19 more
core   +2 more sources

3D Printed Omniphobic Slippery Liquid Infused Porous Surfaces for Low Surface Tension Repellency

open access: yesAdvanced Materials Technologies, EarlyView.
A 3D printing strategy fabricates omniphobic slippery liquid‐infused porous structures with lubricant reservoirs and interconnected microchannels. A post‐printing surface treatment modifies the porous surface to ensure compatibility with the infused fluorinated lubricant.
Noa Trink, Shlomo Magdassi
wiley   +1 more source

Challenges of Soil-Structure Interaction Problems– A Review

open access: yesJournal of Engineering
This research deals with the review of former research that made to solve the challenges and complexities of both static and dynamic soil structure interaction through discussing advanced computational models and their applications and exploring methods
Bushra S. Albusoda   +2 more
doaj   +1 more source

Three-dimensional advanced numerical approaches to the seismic soil and structural response analyses [PDF]

open access: yes, 2016
A 3D non-linear finite element approach is developed to study the free-field seismic ground response and the soil-structure interaction (SSI) phenomena at the Lotung site (Taiwan) during the earthquake event occurred on May 20 1986.
Amorosi, Angelo   +3 more
core   +1 more source

Nonlinear analysis of earthquake fault rupture interaction with historic masonry buildings [PDF]

open access: yes, 2015
The response of historic masonry buildings to tectonic ground displacements is studied through analysis of a simple yet representative soil-foundation-masonry wall system.
D Loukidis   +17 more
core   +4 more sources

3D Printing of Soft Robotic Systems: Advances in Fabrication Strategies and Future Trends

open access: yesAdvanced Robotics Research, EarlyView.
Collectively, this review systematically examines 3D‐printed soft robotics, encompassing material selections, function integration, and manufacturing methodologies. Meanwhile, fabrication strategies are analyzed in order of increasing complexity, highlighting persistent challenges with proposed solutions.
Changjiang Liu   +5 more
wiley   +1 more source

Investigating seismic response in adjacent structures: A study on the impact of buildings’ orientation and distance considering soil–structure interaction

open access: yesOpen Engineering
Through the past few months, our world witnessed and is still suffering from several severe earthquakes in different places around the globe like Turkey, Syria, and Morocco.
Abdulaziz Mohammed A.   +3 more
doaj   +1 more source

Investigating seismic behavior in adjacent structures: A study on the impact of structures embedment level and existence of dead loads considering soil-structure interaction

open access: yesResults in Engineering
The aim of this paper is to give a comprehensive awareness of some substantial factors including the influences of the embedment level of a building and the presence of dead loading which affect the structure-soil-structure interaction (SSSI) of nearby ...
Mohammed A. Abdulaziz   +2 more
doaj   +1 more source

A Simplified Computation of the Interactive Behavior between Soils and Framed Structures

open access: yesJournal of King Saud University: Engineering Sciences, 2003
In common structural design practice, the foundation loads from structure analysis are obtained without allowance for soil settlements, and the foundation settlements are estimated under the assumption of a perfectly flexible structure.
Mosleh A. Al-Shamrani   +1 more
doaj   +1 more source

Home - About - Disclaimer - Privacy