2018
DOI: 10.1007/s10518-018-0518-2
|View full text |Cite
|
Sign up to set email alerts
|

Seismic parameter design assessment for the Kribi deep seaport in Cameroon

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
3
0

Year Published

2021
2021
2024
2024

Publication Types

Select...
6

Relationship

1
5

Authors

Journals

citations
Cited by 9 publications
(3 citation statements)
references
References 44 publications
0
3
0
Order By: Relevance
“…The seismogenic model proposed for the TAP route (400-km wide from the TAP route itself) is, then, based on all available geological literature (Aliaj 1998(Aliaj , 1999(Aliaj , 2000Velaj et al 1999;Robertson and Shallo 2000;Nieuwland et al 2001;Zelilidis et al;Roure et al 2004;Frasheri et al 2009;Lacombe et al 2009;Vilasi et al 2009;Silo et al 2010;Jardin et al 2011;Jouanne et al 2012), on earthquakes distribution (Fig. 5), and previous proposed seismogenic zonation for Albania (Aliaj et al 2000(Aliaj et al , 2004Aliaj 2002;Sulstarova and Aliaj 2001), for Greece (Papaioannou and Papazachos 2000;SEAHELLARC Working Group 2010, 2014Vamvakaris et al 2016), for Bulgaria (Orozova-Stanishkova and Slejko 1994; Simeonova et al 2006), for North Macedonia (Salic et al 2010), and Italy (Meletti et al 2008).…”
Section: The Wide Sz Modelmentioning
confidence: 81%
See 1 more Smart Citation
“…The seismogenic model proposed for the TAP route (400-km wide from the TAP route itself) is, then, based on all available geological literature (Aliaj 1998(Aliaj , 1999(Aliaj , 2000Velaj et al 1999;Robertson and Shallo 2000;Nieuwland et al 2001;Zelilidis et al;Roure et al 2004;Frasheri et al 2009;Lacombe et al 2009;Vilasi et al 2009;Silo et al 2010;Jardin et al 2011;Jouanne et al 2012), on earthquakes distribution (Fig. 5), and previous proposed seismogenic zonation for Albania (Aliaj et al 2000(Aliaj et al , 2004Aliaj 2002;Sulstarova and Aliaj 2001), for Greece (Papaioannou and Papazachos 2000;SEAHELLARC Working Group 2010, 2014Vamvakaris et al 2016), for Bulgaria (Orozova-Stanishkova and Slejko 1994; Simeonova et al 2006), for North Macedonia (Salic et al 2010), and Italy (Meletti et al 2008).…”
Section: The Wide Sz Modelmentioning
confidence: 81%
“…It is based on the characterisation of the fault activity, a consolidated topic if well supported by tectonic information. The results based on the fault activity (Sandron et al 2019) will be of great importance compared to those obtained by the well-known approach based on large SZs, which is here employed as a benchmark for any PSHA.…”
Section: Introductionmentioning
confidence: 99%
“…A slope is prone to failure when this combined shear stress surpasses the material's shear strength, as defined by the Coulomb failure criterion. Continuing with the same parameters as before -cohesion (c) at 1000 Pa, internal friction angle at 30 degrees, density at 1600 kg.m −3 , and a slope angle of 30 degrees -we consider a hypothetical ground acceleration of 0.5 m.s −2 , which is 15% of Martian gravity (A typical M w 5 on Earth leads to 10% of terrestrial gravity, (e.g., Sandron et al;). Under these conditions, an initial material thickness of 3 meters results in the total shear stress beginning to surpass the shear strength.…”
Section: • Triggering By Ground Accelerationmentioning
confidence: 99%