Author: Rune DyvikPublisher:
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 335
Book Description
Strain and Pore Pressure Behavior of Fine Grained Soils Subjected to Cyclic Shear Loading
Author: Rune DyvikPublisher:
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 335
Book Description
Aspects of the Cyclic Loading Behavior of Saturated Soils
Author: James Nathaniel DismukePublisher:
ISBN:
Category :
Languages : en
Pages : 390
Book Description
Stress-strain Behavior of Soils Subjected to Repeated Loading
Author: Anwar HiranyPublisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 306
Book Description
Undrained Behavior of Sandy Soils Subjected to Simultaneous Cyclic and Monotonic Straining
Author: Sh-Quan LinScientific and Technical Aerospace Reports
Author: Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages :
Book Description
Lists citations with abstracts for aerospace related reports obtained from world wide sources and announces documents that have recently been entered into the NASA Scientific and Technical Information Database.
Liquefaction Behavior of Saturated Cohesionless Soils Subjected to Uni-directional and Bi-directional Static and Cyclic Simple Shear Stresses
Author: Ross William BoulangerPublisher: Ann Arbor, Mich. : University Microfilms International
ISBN:
Category :
Languages : en
Pages : 552
Book Description
The Behavior of Soils Subjected to Repeated Loading
Author: Dwight Abram SangreyPublisher:
ISBN:
Category : Shear strength of soils
Languages : en
Pages : 740
Book Description
Cyclic Behaviour of Soils and Liquefaction Phenomena
Author: Th. TriantafyllidisPublisher: CRC Press
ISBN: 9781439833452
Category : Technology & Engineering
Languages : en
Pages : 716
Book Description
This conference brought together specialists in cyclic soil behaviour in order to discuss important results and new ideas in the field, and to share expertise in design of various problems involving cyclic or dynamic behaviour of soils. This book covers a variety of topics: * Theory and analysis, including constitutive relations of soil under cyclic loading, post-seismic stability analysis of soil/structure, dynamic stability of structures, liquefaction analysis of marine structures due to cyclic loading, and more * Cyclic and dynamic laboratory and model testing, centrifuge testing and in-situ testing. * Numerical analysis, including computer methods * Design of industrial applications and marine structures, installation methods of piles, vibrocompaction, densification of ballast in railway structures, case studies of earthquakes and post-liquefaction observations.
A Critical State Model for the Cyclic Loading Pore Pressure Response of Soils
Author: John Alan EganPublisher:
ISBN:
Category : Soil mechanics
Languages : en
Pages : 534
Book Description
Shear Strength and Stress-Strain Behavior of Contaminated Soils
Author: P. RatnaweeraPublisher:
ISBN:
Category : Dielectric constant
Languages : en
Pages : 8
Book Description
A series of unconfined compression tests performed on fine-grained soils contaminated with varying amounts of chemicals showed a decrease in shear strength and stress-strain behavior. These observations were attributed to changes in dielectric constant and pore fluid viscosity. Consolidated drained triaxial tests performed on a granular soil showed a similar behavior, even though granular soils do not show a physicochemical interaction between soil and pore fluid. This is attributed to mechanical interactions at particle contacts, caused by enhanced lubrication by viscous pore fluids. For fine-grained soils, the observed reduction in shear strength is attributed to physicochemical effects caused by a reduction in dielectric constant and mechanical interactions caused by high pore fluid viscosities. Observations show that the reduced physicochemical interactions seem to have been overshadowed by mechanical interactions. The clayey silt tested showed a marginal reduction in shear strength, indicating that the net effect is insignificant.