STABILITY OF STRIP FOOTING ON SAND BED WITH CIRCULAR VOID
نویسندگان
چکیده
منابع مشابه
strip footing behavior on reinforced sand with void subjected to repeated loading
this paper describes a series of laboratory model tests on strip footings supported on unreinforced and geogrid-reinforced sand with an inside void. the footing is subjected to a combination of static and cyclic loading. the influence of various parameters including the embedment depth of the void, the number of reinforcement layers, and the amplitude of cyclic load were studied. the results sh...
متن کاملBearing capacity of shell strip footing on reinforced sand
In this paper, the ultimate load capacities of shell foundations on unreinforced and reinforced sand were determined by laboratory model tests. A series of loading tests were carried out on model shell footing with and without single layer of reinforcement. The tests were done for shell foundation at different shell embedment depth and subgrade density. The results were compared with those for ...
متن کاملStudy of bearing capacity of strip footing resting on reinforced sand
This research was performed to investigate the behavior of strip footing on geosynthetic reinforced sandy soil and to study the effect of different parameters contributing to their performance using laboratory model tests. The parameters investigated in the study included top layer spacing (u), width of reinforcement (b), vertical spacing between layers (s) and number of reinforcement layers (N...
متن کاملExperimental and Numerical Study of Tension Bearing Capacity of Circular Skirted Foundations Resting on Sand Bed
Skirted foundations are an appropriate alternative to deep foundations in onshore and offshore structures, which have the ability to withstand uplift loads, are also easy to be installed. The tensile performance of skirted foundations on sand was studied by physical and numerical modeling. Laboratory tests were carried out on small-scale foundation models with peripheral skirts. Numerical model...
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: JES. Journal of Engineering Sciences
سال: 2014
ISSN: 2356-8550
DOI: 10.21608/jesaun.2014.111011