[图书][B] Liquefaction Around Marine Structures (With CD-ROM)

BM Sumer - 2014 - books.google.com
This book, whose primary aim is to describe liquefaction processes and their implications for
marine structures such as pipelines, sea outfalls, quay walls and caisson breakwaters …

Coupling of topographic and stratigraphic effects on seismic response of slopes through 2D linear and equivalent linear analyses

S Rizzitano, E Cascone, G Biondi - Soil Dynamics and Earthquake …, 2014 - Elsevier
In this paper the seismic response of simple slope geometries under vertically propagating
in-plane shear waves (SV waves) is assessed through two-dimensional finite element …

[HTML][HTML] Coupled Newmark seismic displacement analysis of cohesive soil slopes considering nonlinear soil dynamics and post-slip geometry changes

J Ji, Z Lin, S Li, J Song, S Du - Computers and Geotechnics, 2024 - Elsevier
In geotechnical earthquake engineering, the seismic displacement is regarded as a more
balanced index to explain the co-seismic performance of soil slopes. The Newmark's sliding …

Earthquake-induced liquefaction around marine structures

BM Sumer, A Ansal, KO Cetin, J Damgaard… - Journal of waterway …, 2007 - ascelibrary.org
This paper gives a state-of-the-art review of seismic-induced liquefaction with special
reference to marine structures. The paper is organized in seven sections:(1) introduction;(2) …

Effects of size and strain rate on the mechanical behaviors of rock specimens under uniaxial compression

Q Meng, M Zhang, L Han, H Pu, H Li - Arabian Journal of Geosciences, 2016 - Springer
Size and strain rate are two key factors that dramatically influence the estimation of rock
mechanical behaviors. To better understand the effects of size and strain rate on measured …

Extended Newmark method to assess stability of slope under bidirectional seismic loading

A Korzec, R Jankowski - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
The paper concerns the dynamic behavior of a simple slope model subjected to
simultaneous horizontal and vertical excitations. The proposed method is based on …

Framework to assess pseudo-static approach for seismic stability of clayey slopes

M Karray, MN Hussien, MC Delisle… - Canadian Geotechnical …, 2018 - cdnsciencepub.com
Approaches commonly used to assess the seismic stability of slopes range from the
relatively simple pseudo-static method to more complicated nonlinear numerical methods …

A GLE-based model for seismic displacement analysis of slopes including strength degradation and geometry rearrangement

V Bandini, G Biondi, E Cascone, S Rampello - Soil Dynamics and …, 2015 - Elsevier
Seismic performance of natural slopes, earth structures and solid-waste landfills can be
evaluated through displacement-based methods in which permanent displacements …

Methodology for estimating seismic coefficients for performance-based design of earthdams and tall embankments

AG Papadimitriou, GD Bouckovalas… - Soil Dynamics and …, 2014 - Elsevier
Following an overview of pertinent literature, this paper presents a new methodology for
estimating seismic coefficients for the performance-based design of earth dams and tall …

[HTML][HTML] Slope stability analysis under seismic load by vector sum analysis method

M Guo, X Ge, S Wang - Journal of Rock Mechanics and Geotechnical …, 2011 - Elsevier
The vibration characteristics and dynamic responses of rock and soil under seismic load can
be estimated with dynamic finite element method (DFEM). Combining with the DFEM, the …