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This document discusses dynamic analysis of soil structure interaction on gravity dams. It first provides background on dynamic analysis and how the behavior of dams is influenced by foundation conditions. It then reviews literature showing that considering soil stiffness, mass, and soil-structure interaction leads to higher displacements and stresses in dams compared to models without these factors. The document outlines a methodology to model different soil types, analyze soil-structure interaction, and conduct dynamic analysis. It provides a time schedule and expected outcomes of discovering displacement based on soil-structure interaction and seismic response of the structure. Finally, it lists references on this topic.

Engineering

dynamic ANALYSIS of soil structure interaction on gravity dam
25 October 2019 1

Introduction
• Dynamic analysis is the primary component in all types of
construction, usually in areas of high earthquake activity.
• Dam is the structure which is designed in such a way that its
own weight resist the external forces.
• The behaviour of the dam is greatly influenced by the
foundation conditions.
25 October 2019 2

Literature
Author Year Title Findings
V. Swapnal 2015 Effect of Soil Structure Interaction on
Gravity Dam
•If soil stiffness and
mass of the soil is
considered the
displacement is
higher for the soil
structure interaction
compared to that of
without soil
structure interaction.
Berrabah et.al 2012 Dynamic Soil Structure Interaction
Study
•The case of the dam
with soil is more
conservative; it
develops more
displacement
amplitude and more
stresses than the
case of the dam
without soil.
3
Author Year Title Findings
V. Swapnal 2015 Effect of Soil Structure Interaction on
Gravity Dam
•If soil stiffness and
mass of the soil is
considered the
displacement is
higher for the soil
structure interaction
compared to that of
without soil
structure interaction.
Berrabah et.al 2012 Dynamic Soil Structure Interaction
Study
•The case of the dam
with soil is more
conservative; it
develops more
displacement
amplitude and more
stresses than the
case of the dam
without soil.

Author Year Title Findings
Mohsin et.al 2015 Dynamic Response of Concrete
Gravity Dam on Random Soil
• The natural
frequency of dam
constructed on dense
sand soil is more
than by 80%
from this with
medium soil due to
difference in stiffens
factor
25 October 2019 4

Methodology
i. Problem identification
a) Selection of structure
b) Properties of different soil
c) Properties of concrete
ii. Modelling
iii. Analysis of soil structure interaction
a) For different types of soil strata
iv. Dynamic analysis of sol structure interaction
25 October 2019 5

Time schedule
Time in month
July
‘19
Aug
‘19
Sep
‘19
Oct
‘19
Nov
‘19
Dec
‘19
Jan
‘20
Feb
‘20
Mar
‘20
Apr
’20
Problem making
Modelling
Analysis of soil
structure
interaction
Dynamic
analysis of sol
structure
interaction
Thesis
preparation and
submission
25 October 2019 6

Expected outcome
• Displacement with respect soil structure interaction.
• Seismic response of the structure.
25 October 2019 7

References
• Gorai S, Maity D (2019).“Seismic response of concrete gravity
dams under near field and far field ground motions”. Engineering
Structures 196-109292.
• Berrabah A T, Armouti N, Belharizi M and Bekkouche A (2012).
“Dynamic Soil Structure Interaction Study”. Jordan Journal of
Civil Engineering, Volume 6, No. 2 - 161
• Bybordiani M and Arıcı Y(2015). “On Soil-Structure Interaction
Analysis of Concrete Gravity Dams in Frequency Domain”. 3
TDMSK 14-16.
• V. Swapnal Patil (April 2015). “Effect of Soil Structure Interaction
on Gravity Dam”. International Journal of Science, Engineering
and Technology Research (IJSETR) Volume 4, Issue 4.
• Mohsin A Z, Omran A H and Al-Shukur K Hassan Abdul (Nov
2015). “DYNAMIC RESPONSE OF CONCRETE GRAVITY DAM
ON RANDOM SOIL”. International Journal of Civil Engineering
and Technology Volume 6, Issue 11,, pp. 21-31.25 October 2019 8

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Introduction presentation of project

1. dynamic ANALYSIS of soil structure interaction on gravity dam 25 October 2019 1

2. Introduction • Dynamic analysis is the primary component in all types of construction, usually in areas of high earthquake activity. • Dam is the structure which is designed in such a way that its own weight resist the external forces. • The behaviour of the dam is greatly influenced by the foundation conditions. 25 October 2019 2

3. Literature Author Year Title Findings V. Swapnal 2015 Effect of Soil Structure Interaction on Gravity Dam •If soil stiffness and mass of the soil is considered the displacement is higher for the soil structure interaction compared to that of without soil structure interaction. Berrabah et.al 2012 Dynamic Soil Structure Interaction Study •The case of the dam with soil is more conservative; it develops more displacement amplitude and more stresses than the case of the dam without soil. 3 Author Year Title Findings V. Swapnal 2015 Effect of Soil Structure Interaction on Gravity Dam •If soil stiffness and mass of the soil is considered the displacement is higher for the soil structure interaction compared to that of without soil structure interaction. Berrabah et.al 2012 Dynamic Soil Structure Interaction Study •The case of the dam with soil is more conservative; it develops more displacement amplitude and more stresses than the case of the dam without soil.

4. Author Year Title Findings Mohsin et.al 2015 Dynamic Response of Concrete Gravity Dam on Random Soil • The natural frequency of dam constructed on dense sand soil is more than by 80% from this with medium soil due to difference in stiffens factor 25 October 2019 4

5. Methodology i. Problem identification a) Selection of structure b) Properties of different soil c) Properties of concrete ii. Modelling iii. Analysis of soil structure interaction a) For different types of soil strata iv. Dynamic analysis of sol structure interaction 25 October 2019 5

6. Time schedule Time in month July ‘19 Aug ‘19 Sep ‘19 Oct ‘19 Nov ‘19 Dec ‘19 Jan ‘20 Feb ‘20 Mar ‘20 Apr ’20 Problem making Modelling Analysis of soil structure interaction Dynamic analysis of sol structure interaction Thesis preparation and submission 25 October 2019 6

7. Expected outcome • Displacement with respect soil structure interaction. • Seismic response of the structure. 25 October 2019 7

8. References • Gorai S, Maity D (2019).“Seismic response of concrete gravity dams under near field and far field ground motions”. Engineering Structures 196-109292. • Berrabah A T, Armouti N, Belharizi M and Bekkouche A (2012). “Dynamic Soil Structure Interaction Study”. Jordan Journal of Civil Engineering, Volume 6, No. 2 - 161 • Bybordiani M and Arıcı Y(2015). “On Soil-Structure Interaction Analysis of Concrete Gravity Dams in Frequency Domain”. 3 TDMSK 14-16. • V. Swapnal Patil (April 2015). “Effect of Soil Structure Interaction on Gravity Dam”. International Journal of Science, Engineering and Technology Research (IJSETR) Volume 4, Issue 4. • Mohsin A Z, Omran A H and Al-Shukur K Hassan Abdul (Nov 2015). “DYNAMIC RESPONSE OF CONCRETE GRAVITY DAM ON RANDOM SOIL”. International Journal of Civil Engineering and Technology Volume 6, Issue 11,, pp. 21-31.25 October 2019 8

9. Thank you 25 October 2019 9

Introduction presentation of project

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Introduction presentation of project