Simplified technique achieving low cost and high performance impact for construction in very deep very soft ground sites
المؤلفون المشاركون
المصدر
Housing and Building National Research Center Journal
العدد
المجلد 14، العدد 1 (30 إبريل/نيسان 2018)، ص ص. 56-65، 10ص.
الناشر
المركز القومي لبحوث الإسكان و البناء
تاريخ النشر
2018-04-30
دولة النشر
مصر
عدد الصفحات
10
التخصصات الرئيسية
الملخص EN
Geotechnical engineers are still facing the true harmful problems of the very deep deposits of very soft clay soils for structural foundations.
It is believed that the current used methods of geotechnical engineering improvement in soft clays are justified on the basis that pre-knowledge of the potential problems can lead to economic benefits if the planning, design, and construction of projects can be modified to suit the problems to provide increase of its strength, reduction of total and differential settlement, reasonable cost, and shorten construction time.
Therefore, the costeffective alternatives play significantly an essential role to evaluate considerably the efficiency among the widely used current methods in this true problematic field.
From this considerable point, vast experience has been acquired to solve this problem through soft ground improvement before turning to deep foundations which need considerably huge cost especially for the very deep very soft ground.
Unfortunately, the improvement magnitudes of the most widely used current techniques do not suit even fairly with their required cost and their installation difficulty which need highest level of accuracy.
In this paper, innovative convenient type of foundation system has been laboratory tested to evaluate the significance through the aspect of cost-effective alternative which is clearly unachieved by the currently used techniques.
This novel technique was achieved by high efficiency rate, simplicity for execution, huge increase of strength under footings, rapid rate of construction process, considerable saving in the required cost, and significantly reduce total and differential settlement
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Badri, Husam& Id, Ashraf. 2018. Simplified technique achieving low cost and high performance impact for construction in very deep very soft ground sites. Housing and Building National Research Center Journal،Vol. 14, no. 1, pp.56-65.
https://search.emarefa.net/detail/BIM-836019
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Badri, Husam& Id, Ashraf. Simplified technique achieving low cost and high performance impact for construction in very deep very soft ground sites. Housing and Building National Research Center Journal Vol. 14, no. 1 (Apr. 2018), pp.56-65.
https://search.emarefa.net/detail/BIM-836019
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Badri, Husam& Id, Ashraf. Simplified technique achieving low cost and high performance impact for construction in very deep very soft ground sites. Housing and Building National Research Center Journal. 2018. Vol. 14, no. 1, pp.56-65.
https://search.emarefa.net/detail/BIM-836019
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 65
رقم السجل
BIM-836019
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر