نتایج جستجو برای: piled raft foundations

تعداد نتایج: 37372  

Journal: :International journal of engineering. Transactions A: basics 2023

A Shallow foundation on cohesionless soil cannot support greater weights; piled raft foundations are recommended because they combine the load-bearing qualities of piles and raft. Combined Piled Raft Foundations (CRPF) efficient for tall buildings account both vertical lateral loads. In a pile foundation, raft’s load-resistance is disregarded due to soil-structure interaction. Simplification ma...

Journal: :computational methods in civil engineering 2012
v.j. sharma s.a. vasanvala c.h. solanki

in order to mobilize shallow soil to participate in the interaction of piled raft foundation sufficiently, the concept of piled raft has been modified to new type of foundation named composite piled raft. in the system of composite piled raft, the short piles made of flexible materials is used to strengthen the shallow soft soil, while the long piles made of relatively rigid materials is used t...

C.H. Solanki S.A. Vasanvala V.J. Sharma,

In order to mobilize shallow soil to participate in the interaction of piled raft foundation sufficiently, the concept of piled raft has been modified to new type of foundation named composite piled raft. In the system of composite piled raft, the short piles made of flexible materials is used to strengthen the shallow soft soil, while the long piles made of relatively rigid materials is used t...

A. Aminikhah M.M. Ahmadi, M.M. Eslami

Study on the seismic behavior of piled rafts and pile groups while the same amount of construction material and excavation is used in their construction, are the main objective of this research. The process where the raft interaction with soil can affect the seismic response and stress distribution is also discussed in the current study. By means, ABAQUS software was applied for the finite elem...

Journal: :international journal of civil engineering 0
a. saeedi azizkandi school of civil engineering, iran university of science and technology, tehran, iran m.h. baziar school of civil engineering, iran university of science and technology, tehran, iran h. rasouli school of civil engineering, iran university of science and technology, tehran, iran m. modarresi school of civil engineering, iran university of science and technology, tehran, iran h. shahnazari school of civil engineering, iran university of science and technology, tehran, iran

in present research, 17 centrifuge tests have been conducted to study the effect of various parameters such as the number of piles, the distance between piles, gradation and thickness of the granular layer on the load-settlement behavior of a pile raft system. the results showed the importance of granular layer to reduce the settlement of non-connected pile raft system when the roles of piles a...

Journal: :civil engineering infrastructures journal 0
alireza saeedi azizkandi ph.d. candidate, department of civil engineering, iran university of science and technology, tehran, iran. ali fakher associate professor, school of civil engineering, college of engineering, university of tehran, p.o.box: 11155-4563, tehran, iran.

numerous techniques have been presented by different researchers to analyze piled raft. in order to analyze pile foundation, soil can be modeled as spring, continuous medium, or porous media. pile can also be modeled as spring or continuous medium. this study includes three main stages: a short description of different types of analysis methods of pile foundation, writing a computer program bas...

Journal: :Buildings 2022

Numerical modelling can simulate the interaction between structural elements and soil continuum in a piled-raft foundation. The present work utilized two-dimensional finite element Plaxis 2D software to investigate settlement, swelling, behavior of foundations during settlement swelling on various profiles under load combinations geometry conditions. field laboratory testing have been performed...

2008
R. B. Sahu

In order to understand the load sharing and settlement reduction behaviour of piled raft resting on soft clay, 1g model tests were conducted on small-scale models. The parameters studied were the effect of pile length and number of piles. The load settlement behaviour obtained from the tests has been validated using simplified method (Polous & Davis). Equivalent pier concept of Poulos and Davis...

نمودار تعداد نتایج جستجو در هر سال

با کلیک روی نمودار نتایج را به سال انتشار فیلتر کنید