Soil liquefaction occurs when loose, saturated sediments lose strength and behave like a liquid rather than a solid due to increased pore water pressure during periods of intensive ground shaking, such as during earthquakes. Liquefaction can cause major damage to buildings and structures. It is most common in loose, saturated, poorly drained soils like sands and gravels. The document discusses the causes and effects of liquefaction and methods for identifying liquefaction susceptibility and mitigating the risks.
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liquefaction, its causes,mechanism and liquefaction potential mappings. Liquefaction analysis and measure of mitigation . along with susceptibility map of Kathmandu valley, Nepal and conclusion.
In this presentation, following topics are covered:
1- Introduction to soil liquifaction.
2- Causes and effects of soil liquifaction
3- Methods to remove soil liquifaction.
4- Mechanism of soil liquifaction.
5- Conclusion.
Earthquake: the word itself feels disastrous. Though the earthquake has no direct effect on human being, but still it causes a plenty of life and property loss. The reason is earthquake tends to fail the various structures such as buildings, houses, bridges, roads etc. and this failure causes all losses. The following pictures shows some of the failure of structures due to earthquake. But please hold for a minute, in case of the following failed structures, it was possible to prevent the failure…… Because these structures are not failed only due to earthquake but because of failure of soil strata bellow the structure due to the earthquake. And if the soil was improved before construction the failure could be avoided.
This phenomenon of failure of soil strata during earthquake is called as the “Soil Liquefaction”. Liquefaction is responsible for extreme property damage & loss of life due to several variations in failure potential. Still the liquefaction is not given that much importance. In India during Bhuj Earthquake lots of structures are collapsed due to liquefaction itself. And there are many liquefaction prone areas are present in zone IV in India. That’s why liquefaction is very much important.
In this paper, the study of liquefaction is done with respect to its introduction, properties of soil in which the liquefaction may occurs, how exactly the liquefaction takes place, detailed Geotechnical Study of liquefaction which includes how to decide the liquefaction prone area, evaluation of liquefaction potential and the various old and recent remedial measures to avoid the liquefaction, along with software and Artificial Neural Network. So that one can become safe against Liquefaction.
ASSESSMENT OF LIQUEFACTION POTENTIAL OF SOIL USING MULTI-LINEAR REGRESSION MO...IAEME Publication
The Standard Penetration Test (SPT) is the most widely used in-situ test throughout the world for subsurface geotechnical investigation and this procedure have evolved over a period of 100 years. Estimation of the liquefaction potential of soils is often based on SPT test. Liquefaction is one of the critical problems in the field of Geotechnical engineering. It is the phenomena when there is loss of shear strength in saturated and cohesion-less soils because of increased pore water pressures and hence reduced effective stresses due to dynamic loading. In the present study, SPT based data were analysed to find out a suitable numerical procedure for establishing a Multi-Linear Regression Model using IBM-Statistical Package for the Social Sciences (IBM SPSS Statistics v20.0.0) and MATLAB(R2010a) in analysis of soil liquefaction for a particular location at a site in Lucknow City. A Multi-Storeyed Residential Building Project site was considered for this study to collect 12 borehole data sets along 10 km stretch of IIM road, Lucknow, Uttar Pradesh (India).
Certain Soils don’t permit the construction of specific structures on it. The alternative is to improve the strength of the soil by various methods like:
Mechanical modification
Chemical Modification
Lime stabilization
Geo textile etc.,
About Subsurface investigation, Depth of foundation, Significant depth, Types of investigation, Steps involved, Methods of boring, Types of samples and samplers, Core recovery and RQD.
liquefaction, its causes,mechanism and liquefaction potential mappings. Liquefaction analysis and measure of mitigation . along with susceptibility map of Kathmandu valley, Nepal and conclusion.
In this presentation, following topics are covered:
1- Introduction to soil liquifaction.
2- Causes and effects of soil liquifaction
3- Methods to remove soil liquifaction.
4- Mechanism of soil liquifaction.
5- Conclusion.
Earthquake: the word itself feels disastrous. Though the earthquake has no direct effect on human being, but still it causes a plenty of life and property loss. The reason is earthquake tends to fail the various structures such as buildings, houses, bridges, roads etc. and this failure causes all losses. The following pictures shows some of the failure of structures due to earthquake. But please hold for a minute, in case of the following failed structures, it was possible to prevent the failure…… Because these structures are not failed only due to earthquake but because of failure of soil strata bellow the structure due to the earthquake. And if the soil was improved before construction the failure could be avoided.
This phenomenon of failure of soil strata during earthquake is called as the “Soil Liquefaction”. Liquefaction is responsible for extreme property damage & loss of life due to several variations in failure potential. Still the liquefaction is not given that much importance. In India during Bhuj Earthquake lots of structures are collapsed due to liquefaction itself. And there are many liquefaction prone areas are present in zone IV in India. That’s why liquefaction is very much important.
In this paper, the study of liquefaction is done with respect to its introduction, properties of soil in which the liquefaction may occurs, how exactly the liquefaction takes place, detailed Geotechnical Study of liquefaction which includes how to decide the liquefaction prone area, evaluation of liquefaction potential and the various old and recent remedial measures to avoid the liquefaction, along with software and Artificial Neural Network. So that one can become safe against Liquefaction.
ASSESSMENT OF LIQUEFACTION POTENTIAL OF SOIL USING MULTI-LINEAR REGRESSION MO...IAEME Publication
The Standard Penetration Test (SPT) is the most widely used in-situ test throughout the world for subsurface geotechnical investigation and this procedure have evolved over a period of 100 years. Estimation of the liquefaction potential of soils is often based on SPT test. Liquefaction is one of the critical problems in the field of Geotechnical engineering. It is the phenomena when there is loss of shear strength in saturated and cohesion-less soils because of increased pore water pressures and hence reduced effective stresses due to dynamic loading. In the present study, SPT based data were analysed to find out a suitable numerical procedure for establishing a Multi-Linear Regression Model using IBM-Statistical Package for the Social Sciences (IBM SPSS Statistics v20.0.0) and MATLAB(R2010a) in analysis of soil liquefaction for a particular location at a site in Lucknow City. A Multi-Storeyed Residential Building Project site was considered for this study to collect 12 borehole data sets along 10 km stretch of IIM road, Lucknow, Uttar Pradesh (India).
Certain Soils don’t permit the construction of specific structures on it. The alternative is to improve the strength of the soil by various methods like:
Mechanical modification
Chemical Modification
Lime stabilization
Geo textile etc.,
About Subsurface investigation, Depth of foundation, Significant depth, Types of investigation, Steps involved, Methods of boring, Types of samples and samplers, Core recovery and RQD.
Contents:
1. Concept of Earthquake
2. Hazards Associated to Earthquake
- Ground Shaking
- Ground Rapture
- Tsunami
- Earthquake induced landslide
3. What do to BEFORE, DURING, AFTER Earthquake
C Sachpazis: Soil liquefaction potential assessment for a ccgt power plant in...Dr.Costas Sachpazis
Clayey silty up to silty sandy and sandy soils are generally recognized to have a significant liquefaction potential when extended submerged below water table. This phenomenon raises a major concern to the foundation and structural engineer. Low plasticity silts, silty clays and silty sands occur extensively as recent alluvial deposits in the southern coastal region of Elefsina Municipality in Attica Prefecture, Greece.
In this area, a Combined Cycle Gas Turbine (CCGT) Power Plant is planned to be constructed and its foundation stability and durability reassurance is of utmost importance to structural engineers. In the study of the geotechnical ground investigation for the foundation design of the CCGT project, a number of field and laboratory tests were carried out.
For evaluating its foundation soil liquefaction potential and risk during an earthquake, some internationally accepted guidelines are available based on soil density, void ratio, plasticity index, standard penetration test values, and other simple soil properties.
The liquefaction behavior and potential of this kind of foundation soils stratified in the alluvial deposits has been studied thoroughly based on both Seed’s and Idriss’s procedure / relationships as well as Prakash’s limit state methodology, using S.P.T. results and an algorithm program / software code, that was developed and published by the author. The S.P.T. tests were executed inside the twenty investigation - sampling boreholes of a depth range from 10 up to 50 meters each one, in an 100.000 s.m. plot, where a Combined Cycle Gas Turbine (CCGT) Power Plant is planned to be constructed.
According to the results of these analyses and assessments the well documented and argued necessity is deduced either for transferring the project foundation loads to underlying deeper and more competent bearing strata and layers, or for strengthening, geotechnically upgrading (ground improvement), stabilizing and cement grouting the foundation ground of the CCGT Power Plant using jet grouting piles techniques.
Finally, the exact depth range under the CCGT Power Plant foundation site that is prone and dangerous to be liquefied in the event of a strong seismic shock and vibration was determined and diagrammatically presented and the remedial measures to be taken were suggested. Hence, in this way the liquefaction risk can be mitigated or even deterred from the incompetent upper natural soil layers of the project foundation ground.
Event Management System Vb Net Project Report.pdfKamal Acharya
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Quality defects in TMT Bars, Possible causes and Potential Solutions.PrashantGoswami42
Maintaining high-quality standards in the production of TMT bars is crucial for ensuring structural integrity in construction. Addressing common defects through careful monitoring, standardized processes, and advanced technology can significantly improve the quality of TMT bars. Continuous training and adherence to quality control measures will also play a pivotal role in minimizing these defects.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
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Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
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R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
3. What Is Liquefaction
Liquefaction is the name given to
the process that converts a solid
soil mass into a liquid.
4. What is Soil Liquefaction
A phenomenon whereby a saturated or partially
saturated soil substantially loses strength and
stiffness in response to an applied stress, usually
earthquake shaking or other sudden change in
stress condition, causing it to behave like a
liquid.
5. 0
October 17, 1989—Soil Liquefaction in the East Bay During the Earthquake
6. When does it occurs
when the effective stress of soil is reduced to essentially
zero, which corresponds to a complete loss of shear
strength
May be initiated by
Monotonic Loading
Cyclic loading
7. When does it Occurs
Liquefaction occurring beneath buildings and other structures
can cause major damage during earthquakes.
Liquefaction occurs in cohesion less soils (typically those with
a higher content of larger grains such as sand sized) which
have water in the pore spaces, and are poorly drained.
8. How It Works
When the seismic waves pass through the soil, the vibrations
cause the individual grains in the soil to
move around and
re-adjust their positions
This ultimately results in a decrease in volume of the soil mass as
the grains pack more tightly together
a reduction in porosity
9. The pore water which was originally in those spaces
becomes compressed.
increase in pore water pressure).
The pore water pressure becomes so high, that the soil
grains become almost Floats
causing a significant drop in the shear strength
10.
11. Damages
Liquefied soil, like water, cannot support the weight of whatever is lying
above it – be it the surface layers of dry soil or the concrete floors of
buildings.
The liquefied soil under that weight is forced into any cracks and crevasses
it can find, including those in the dry soil above, or the cracks between
concrete slabs.
It flows out onto the surface as boils, sand volcanoes and rivers of silt. In
some cases the liquefied soil flowing up a crack can erode and widen the
crack to a size big enough to accommodate a car.
12.
13. How to Identify?
There are a number of different ways to evaluate the
liquefaction susceptibility of a soil deposit.
Historical Criteria
Geological Criteria
Compositional Criteria
14. Historical Criteria
Observations from earlier earthquakes provide a great deal of
information
Soils that have liquefied in the past can liquefy again in future
earthquakes.
If you are building a house and want to find out if your site is
susceptible to liquefaction, you could investigate previous
earthquakes to see if they caused liquefaction at your site.
Information is also available in the form of maps of areas where
liquefaction has occurred in the past and/or is expected to occur in
the future
15. Geological Criteria
The type of geologic process that created a soil deposit
has a strong influence on its liquefaction susceptibility.
Saturated soil deposits that have been created by
sedimentation in rivers and lakes (fluvial or alluvial deposits),
deposition of debris or eroded material (colluvial deposits),
or deposits formed by wind action (aeolian deposits)
can be very liquefaction susceptible.
16. Compositional Criteria
Liquefaction susceptibility depends on the soil type.
Clayey soil, particularly sensitive soils, may exhibit strain-softening
behavior similar to that of liquefied soil, but do
no liquefy in the same manner as sandy soils are.
17. Compositional Criteria
Soils composed of particles that are all about the same size
are more susceptible to liquefaction than soils with a wide
range of particle sizes.
In a soil with many different size particles, the small particles
tend to fill in the voids between the bigger particles thereby
reducing the tendency for densification and pore water
pressure development when shaken.
19. Cyclic Mobility
Deformations due to cyclic mobility develop incrementally because of
static and dynamic stresses that exist during an earthquake.
Lateral spreading, a common result of cyclic mobility, can occur on gently
sloping and on flat ground close to rivers and lakes.
20. Overturning
Liquefaction can cause Overturning of large lateral loads on foundations.
Foundation must also be able to resist horizontal loads bending moments
induced and by lateral movements.
Liquefaction Damage: 1964 Niigata, Japan
21. Sand Boiling
A sand boil is sand and water that come out onto the ground surface
during an earthquake as a result of liquefaction at shallow depth.
The Damage of Port Structures (at Kushiro Port)
22. After the earthquake
After the earthquake shaking has ceased, and liquefaction effects have
diminished (which may take several hours), the permanent effects include:
Lowering of ground levels where liquefaction and soil ejection has
occurred. Ground lowering may be sufficient to make the surface close to
or below the water table, creating ponds.
Disruption of ground due to lateral spreading.
24. Solution
To minimize liquefaction, one successful approach id to lower into the
ground, a self digging apparatus till the desired depth is reached; then it is
set in motion vibrating the soil surrounding it. This consolidates the sediment
layer itself, and de-waters it up to the surface.
The ground surface will naturally alter during this process, and the surface is
graded to the desired contours, filled as necessary with overburden, and
smoothed off.
The equipment used at Pegasus Town north of Christchurch New Zealand,
originated from Bahrein, where presumably this is the technique used to
create the 'sand islands'. PAM JAMERA
25. References
Ambraseys, N., and Sarma, S. (1969). "Liquefaction of Soils Induced by Earthquakes,"
Bulletin of the Seismological Society of America, 59(2), 651-664.
Arulanandan, K., Yogachandran, C., Muraleetharan, K. K., Kutter, B. L., and Chang,
G. S., (1988). "Laboratory Flow Slide During Earthquake Simulation, Centrifuge 88,
Corte, J.-F., ed., Paris, Balkema, Rotterdam, April, pp. 539-544.
Arulanandan, K. and Scott, R. F., Eds. (1993). "Verification of Numerical Procedures for
the Analysis of Soil Liquefaction Problems," Proc. of the Intl. Conference on the
Verification of Numerical Procedures for the Analysis of Soil Liquefaction
Problems, Davis, CA, Balkema Publishers, Rotterdam, Netherlands,