Ground improvement involves altering the properties of soil to better suit engineering project requirements rather than changing the design. This involves reducing settlement, increasing shear strength and bearing capacity, and improving liquefaction resistance. A simple demonstration showed how adding a cloth layer to a pile of sand reduced dispersion, analogous to how geosynthetics can improve soil. Geogrids are polymer meshes that reinforce soil through friction and adhesion. Geotextiles and geogrids can reduce required pavement thickness for roads by improving soil strength properties.
Geosynthetics- Types, and their use in Retaining WallsAbhishek Bharti
All you need to know about Geosynthetics, its types, uses etc. their uses in retaining walls have been focused...
The Best Presentation you can possibly find on Geosynthetics.
124
مبادرة
#تواصل_تطوير
المحاضرة ال 124 من المبادرة مع
دكتور/ محمد الحسين
بعنوان
المركبات البوليمرية الجيوتقنية و تطبيقاتها في الهندسة المدنية
Geosynthetics in Civil Engineering (Multifunctional uses of geosynthetics in civil engineering)
التاسعة مساء توقيت القاهرة
العاشرة. مساء توقيت مكة المكرمة
السبت 28 أغسطس 2021
وذلك عبر تطبيق زووم
https://us02web.zoom.us/meeting/register/tZwvdeiurjwjHdKFHkNf1hWghC8-OT7ZB2lZ
علما ان هناك بث مباشر للمحاضرة على القنوات الخاصة بجمعية المهندسين المصريين
ونأمل أن نوفق في تقديم ما ينفع المهندس ومهمة الهندسة في عالمنا العربي
والله الموفق
للتواصل مع إدارة المبادرة عبر قناة التليجرام
https://t.me/EEAKSA
ومتابعة المبادرة والبث المباشر عبر نوافذنا المختلفة
رابط اللينكدان والمكتبة الالكترونية
https://www.linkedin.com/company/eeaksa-egyptian-engineers-association/
رابط قناة التويتر
https://twitter.com/eeaksa
رابط قناة الفيسبوك
https://www.facebook.com/EEAKSA
رابط قناة اليوتيوب
https://www.youtube.com/user/EEAchannal
رابط التسجيل العام للمحاضرات
https://forms.gle/vVmw7L187tiATRPw9
ملحوظة : توجد شهادات حضور مجانية لمن يسجل فى رابط التقيم اخر المحاضرة.
Geosynthetics- Types, and their use in Retaining WallsAbhishek Bharti
All you need to know about Geosynthetics, its types, uses etc. their uses in retaining walls have been focused...
The Best Presentation you can possibly find on Geosynthetics.
124
مبادرة
#تواصل_تطوير
المحاضرة ال 124 من المبادرة مع
دكتور/ محمد الحسين
بعنوان
المركبات البوليمرية الجيوتقنية و تطبيقاتها في الهندسة المدنية
Geosynthetics in Civil Engineering (Multifunctional uses of geosynthetics in civil engineering)
التاسعة مساء توقيت القاهرة
العاشرة. مساء توقيت مكة المكرمة
السبت 28 أغسطس 2021
وذلك عبر تطبيق زووم
https://us02web.zoom.us/meeting/register/tZwvdeiurjwjHdKFHkNf1hWghC8-OT7ZB2lZ
علما ان هناك بث مباشر للمحاضرة على القنوات الخاصة بجمعية المهندسين المصريين
ونأمل أن نوفق في تقديم ما ينفع المهندس ومهمة الهندسة في عالمنا العربي
والله الموفق
للتواصل مع إدارة المبادرة عبر قناة التليجرام
https://t.me/EEAKSA
ومتابعة المبادرة والبث المباشر عبر نوافذنا المختلفة
رابط اللينكدان والمكتبة الالكترونية
https://www.linkedin.com/company/eeaksa-egyptian-engineers-association/
رابط قناة التويتر
https://twitter.com/eeaksa
رابط قناة الفيسبوك
https://www.facebook.com/EEAKSA
رابط قناة اليوتيوب
https://www.youtube.com/user/EEAchannal
رابط التسجيل العام للمحاضرات
https://forms.gle/vVmw7L187tiATRPw9
ملحوظة : توجد شهادات حضور مجانية لمن يسجل فى رابط التقيم اخر المحاضرة.
Rapid urban and industrial growth demands more land for further development, to meet this demand land reclamation and utilization of unsuitable and environmentally affected lands have been taken up and converted to useful ones by adopting one or more Ground Improvement Techniques
Gabion wall it is made up of rectangular wire mesh they are filled with rock or stone. they are more stable, flexible, durable and most important it is eco friendly for our environement.
92
مبادرة
#تواصل_تطوير
المحاضرة الثانية والتسعون من المبادرة مع
الاستاذ الدكتور / نبيل السيد الإمام
استاذ الهندسة المدنية(الجيوتقنية)
بعنوان
"خيارات التأسيس في التربة الانتفاخية"
" Foundation Options in Expansive Soil"
الثامنة والنصف مساء توقيت مكة المكرمة
السابعة والنصف توقيت القاهرة
الإثنين 07 ديسمبر 2020
وذلك عبر تطبيق زووم
Meeting ID: 819 8588 7363 https://us02web.zoom.us/meeting/register/tZUkf-ygpjwpHNfw4klN5to3joHhpLWn7y-L
علما ان هناك بث مباشر للمحاضرة على وقناة يوتيوب
https://www.youtube.com/user/EEAchannal
للتواصل مع إدارة المبادرة عبر قناة تيليجرام
الرابط
https://t.me/EEAKSA
رابط اللينكدان والمكتبة الالكترونية
www.linkedin.com/company/eeaksa-egyptian-engineers-association/
رابط التسجيل العام للمحاضرات
https://forms.gle/vVmw7L187tiATRPw9
Reinforcement of Pavement Subgrade using Granular Fill and a Geosynthetic LayerAM Publications
Engineers are often faced with construction of pavement structures over soft and highly compressible subgrade. Such conditions render the structures unable to withstand the required design loads and susceptible to high settlements with associated excessive distress, leading to pavement damage. Because using imported quality fill to improve the load-bearing capacity of the subgrade has limited benefits, an alternative construction approach is needed to ensure the required strength of the soil structure is reached. The use of geosynthetics in soil to improve bearing capacity and stability offers a better alternative to imported fill. This research was conducted to determine the degree of improvement of the load-bearing capacity and reduction in settlement as a result of the geosynthetic reinforcement of soft clay overlain by granular material. Compression tests on the unreinforced clay subgrade and geosynthetic-reinforced two-layered soil composite were conducted at bench-scale using a Universal Compression Machine at the University of Cape Town Geotechnical Engineering Laboratory. The geosynthetic products used to reinforce the soil structure in this study included geogrids and geotextiles. The reinforcement layer was placed alternatively within the layer of granular material and at the interface of the soil and a range of fill thicknesses and depths of placement were tested to determine their influence on mobilized strength. The use of these composites could potentially lead to reduced construction costs as a result of less aggregate material used, an extension in the design life of the pavement structure and, consequently, a reduced necessity for maintenance work.
A brief guide to Pile Footing with graphical representations and examples. This presentation is enough to get basic information about piling; deep foundations. Good luck to every student.
This Presentation deals with latest Ground improvement Techniques for various civil engineering projects like highway construction etc. and river side protection techniques.
Rapid urban and industrial growth demands more land for further development, to meet this demand land reclamation and utilization of unsuitable and environmentally affected lands have been taken up and converted to useful ones by adopting one or more Ground Improvement Techniques
Gabion wall it is made up of rectangular wire mesh they are filled with rock or stone. they are more stable, flexible, durable and most important it is eco friendly for our environement.
92
مبادرة
#تواصل_تطوير
المحاضرة الثانية والتسعون من المبادرة مع
الاستاذ الدكتور / نبيل السيد الإمام
استاذ الهندسة المدنية(الجيوتقنية)
بعنوان
"خيارات التأسيس في التربة الانتفاخية"
" Foundation Options in Expansive Soil"
الثامنة والنصف مساء توقيت مكة المكرمة
السابعة والنصف توقيت القاهرة
الإثنين 07 ديسمبر 2020
وذلك عبر تطبيق زووم
Meeting ID: 819 8588 7363 https://us02web.zoom.us/meeting/register/tZUkf-ygpjwpHNfw4klN5to3joHhpLWn7y-L
علما ان هناك بث مباشر للمحاضرة على وقناة يوتيوب
https://www.youtube.com/user/EEAchannal
للتواصل مع إدارة المبادرة عبر قناة تيليجرام
الرابط
https://t.me/EEAKSA
رابط اللينكدان والمكتبة الالكترونية
www.linkedin.com/company/eeaksa-egyptian-engineers-association/
رابط التسجيل العام للمحاضرات
https://forms.gle/vVmw7L187tiATRPw9
Reinforcement of Pavement Subgrade using Granular Fill and a Geosynthetic LayerAM Publications
Engineers are often faced with construction of pavement structures over soft and highly compressible subgrade. Such conditions render the structures unable to withstand the required design loads and susceptible to high settlements with associated excessive distress, leading to pavement damage. Because using imported quality fill to improve the load-bearing capacity of the subgrade has limited benefits, an alternative construction approach is needed to ensure the required strength of the soil structure is reached. The use of geosynthetics in soil to improve bearing capacity and stability offers a better alternative to imported fill. This research was conducted to determine the degree of improvement of the load-bearing capacity and reduction in settlement as a result of the geosynthetic reinforcement of soft clay overlain by granular material. Compression tests on the unreinforced clay subgrade and geosynthetic-reinforced two-layered soil composite were conducted at bench-scale using a Universal Compression Machine at the University of Cape Town Geotechnical Engineering Laboratory. The geosynthetic products used to reinforce the soil structure in this study included geogrids and geotextiles. The reinforcement layer was placed alternatively within the layer of granular material and at the interface of the soil and a range of fill thicknesses and depths of placement were tested to determine their influence on mobilized strength. The use of these composites could potentially lead to reduced construction costs as a result of less aggregate material used, an extension in the design life of the pavement structure and, consequently, a reduced necessity for maintenance work.
A brief guide to Pile Footing with graphical representations and examples. This presentation is enough to get basic information about piling; deep foundations. Good luck to every student.
This Presentation deals with latest Ground improvement Techniques for various civil engineering projects like highway construction etc. and river side protection techniques.
GEOSYTHETICS AND ITS APPLICATION IN FOUNDATION ENGINEERINGHarsh Shani
The word ‘Geo’ refers to an end use associated with improving the performance of civil engineering works involving earth/ground/soil . The word ‘synthetics’ refers to the fact that the material are manmade. The material used in the manufacture of Geosynthetics are primarily synthetic polymers generally derived from crude petroleum oils, although rubber, fibre glass and other materials are also sometimes used.
Geosynthetics are fabric like material made from polymers such as polypropylene, polyethylene, polyester, polyvinyl chloride (PVC), nylon etc.
Geogrid Brochure by Singhal Industries Private limitedRaviShankar574404
Looking for an innovative and reliable geogrid solution? Singhal Industries is a leading manufacturer of high quality geogrids. Our products are used in a wide range of applications, from infrastructure projects to soil reinforcement. With over 20 years of experience, we are proud to offer our customers the best products and services. Learn more about our company and products today.
https://www.singhalglobal.com/products/geogrid
In this presentation you will find what is jute Geo-textile, how it is manufactured and application of jute Geo-textile. It contains some of the case studies from INDIA.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology.
Set up and commissioned in 2009, Exeed Geotextile remains the only manufacturer of Polypropylene and Polyester needle punched nonwoven Geotextiles and Polypropylene staple fibers in the UAE.
Similar to Research in geotechnical engineering (20)
2. INTRODUCTION :-
Ground improvement is the most imaginative
field of the geotechnical engineering. It is the field
in which the engineer forces the ground to adopt
the project requirements by altering its natural
state , instead of alter in design.
The result usually include saving in construction
cost and reduction of implementation time
3. NEED TO IMPROVE GROUND..
To reduce settlement of structure
Improve shear strength of soil and thus
increasing bearing capacity of soil
Increase the factor of safety against possible
failure of embankment.
Reduce the shrinkage and swelling of soils
Increase the liquefaction resistance
4. SIMPLE METHOD TO DESCRIBE
GROUND IMPROVEMENT
Drop a handful of sand from certain height. You
will get a heap of sand. Keep your foot over it,
sand will disperse in all directions. Measure this
dispersion as ‘x’
Drop again handful of sand on the leap of sand .
Keep your handkerchief on the top and then keep
your foot . Dispersion of sand will again be there ,
but less than previous one.
Reason :- Friction developed between
handkerchief and soil due to which adhesion took
place between cloth and soil particles, thus soil
did not flow away
5. Research in the use of
Geosynthetic product
Geosynthetics like geotextiles, geogrid,
geomembrane can lead to less deformation and
high strength to road and can reduce thickness of
the pavement
Functions Geotextile Geogrids Geomembrane Geocompos
its
separation √ - - -
filtration √ - - √
reinforcement √ √ - -
Drainage √ - - √
Erosion control √ - - -
Slope
protection
√ - √ -
6. Geogrids
Geogrid are integrally polymer meshes. The
meshes are made of high tensile polymer
(HDPE/PP) and are totally on biodegradable and
anticorrosive. They have fused or thermally
welded joints having high dimensional stability
and strength. These grids are immune from
naturally occurring soil alkalies,acids and mineral
salts
8. Comparison between geogrid
reinforced section & unreinforced
section
Unreinforced
Reinforced
40 mm — Bituminous concrete — 40
mm
75 mm — Dense bituminous concrete — 55
mm
250 mm — Granular base(WBM) — 200
mm
250 mm — Granular sub base —
235 mm
9. PROPERTIES COMMON TO
GEOTEXTILES
Good resistance to chemicals
Resistance to biological degradation
Thermal stability 0 to 120˚c
Material – 100% polypropylene
Specific gravity- 0.91
Weight/sq m-206-303gm/m
Thickness-0.58-0.78
Tear strength- wrap way-21-69kg
-weft way-18-71kg
Breaking strength- wrap way-245-500kg
- weft way-181-333kg