دانلود رایگان مقاله انگلیسی عملکرد نشست فونداسیون سطحی بر روی تخت شنی الیاف سخت ژئوتکستایل - اشپرینگر 2017

عنوان فارسی
عملکرد نشست فونداسیون سطحی بر روی تخت شنی الیاف سخت ژئوتکستایل
عنوان انگلیسی
Performance of Shallow Foundations Resting on Coir Geotextile Reinforced Sand Bed
صفحات مقاله فارسی
0
صفحات مقاله انگلیسی
5
سال انتشار
2017
نشریه
اشپرینگر - Springer
فرمت مقاله انگلیسی
PDF
نوع مقاله
ISI
پایگاه
اسکوپوس
کد محصول
E9217
رشته های مرتبط با این مقاله
مهندسی عمران
گرایش های مرتبط با این مقاله
سازه، ژئوتکنیک
مجله
مکانیک خاک و مهندسی پی - Soil Mechanics and Foundation Engineering
دانشگاه
ational Institute of Technology Calicut - Kerala - India
doi یا شناسه دیجیتال
https://doi.org/10.1007/s11204-017-9434-8
۰.۰ (بدون امتیاز)
امتیاز دهید
چکیده

Soil reinforcement by natural fibers is a cost-effective and reliable technique for improving the stiffness and stability of soil. Coir is an eco-friendly, biodegradable organic material that has high tearing strength, stiffness, and durability compared to other natural reinforcement materials. In this study, the potential of coir geotextile as a reinforcement material was studied through a set of laboratory experiments. Remarkable improvement in strength and settlement properties were obtained with the provision of geotextiles. Bearing capacity improvement by a factor of 5 and a reduction of footing settlement by 87% was obtained by the suggested method. The optimum benefit was realized with the provision of three layers of reinforcement for a width of 3B (B is the foundation width), the topmost geotextile layer being positioned at a distance of 0.25B from the base of footing. Bearing capacity enhancement by a factor of 2.57 and settlement reduction of 73% was obtained even with the provision of a single layer of coir geotextile.

نتیجه گیری

Conclusions


1. Coir geotextile as a sustainable cost-efficient reinforcement application in shallow foundations has tremendous possibilities.


2. Optimum placement depth, width of reinforcement, and number of layers of reinforcement were obtained as 0.25B, 3B and 3 respectively (B is the width of footing).


3. An increase in bearing capacity of 95% can be obtained even by providing a single layer of geotextile for a width B.


4. An increase in bearing capacity of 2.57 and a settlement reduction of 73% was obtained by providing optimum width and placement depth of reinforcement.


5. A bearing capacity improvement of 5 and a settlement reduction of 87% was obtained when the number of layers of reinforcement at optimum width and placement depth of reinforcement was 3.


بدون دیدگاه