Horizontal Bearing Capacity of A New Bucket Foundation with Partial Inclined Wall
نویسندگان
چکیده
منابع مشابه
Horizontal Bearing Capacity of A New Bucket Foundation with Partial Inclined Wall
The traditional bucket foundation use vertical wall, which like a cup is buried upside down in seabed. A new bucket foundation with partial inclined wall has been proposed in this article. Based on limit equilibrium analysis of threedimensional stress state of foundation, the calculation method of the horizontal bearing capacity of the new bucket foundation has been deduced, which has been veri...
متن کاملStudy on Bearing Capacity of Prestressed Pipe Pile Foundation Under Horizontal Load
Received: June 12, 2017 Revised: October 24, 2017 Accepted: November 03, 2017 Abstract: Background and Objective: Prestressed high strength concrete pipe pile (PHC) shows brittle fracture when subjected to more than its own bearing capacity. Therefore, the non-prestressed steel bar is added to the PHC pipe pile, that is, the mixed reinforced pipe pile (PRC). The mechanical behavior of PRC group...
متن کاملResponse of the Bucket Foundation in Calcareous Sand under Horizontal Dynamic Load
Experiments to determine the horizontal static bearing capacity are carried out first. The static bearing capacity is a reference for choosing the amplitudes of dynamic load. Then a series of experiments under dynamic horizontal load are carried out in laboratory to study the influences of factors, such as the scales of bucket, the amplitude and frequency of load, the density of soils etc.. The...
متن کاملA Study on Load Capacity of Horizontal and Inclined Plate Anchors in Sandy Soils
Foundations of structures which are subjected to uplift loading require anchoring systems to resist pullout loads. Such anchors can be broadly classified as gravity anchors, pile anchors and plate anchors. Plate anchors can be circular, square or strip in shape. The loading applied on plate anchors can be vertical, inclined or horizontal depending on the anchor orientation. In this study, vario...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: The Open Civil Engineering Journal
سال: 2014
ISSN: 1874-1495
DOI: 10.2174/1874149501408010243