Investigation on the behavior of hybrid pile foundation and its surrounding soil during cyclic lateral loading

2021 ◽  
Vol 240 ◽  
pp. 110006
Author(s):  
Lichen Li ◽  
Hao Liu ◽  
Wenbing Wu ◽  
Minjie Wen ◽  
M. Hesham El Naggar ◽  
...  
Keyword(s):  
Pile Foundation ◽  
Lateral Loading ◽  
Surrounding Soil

scholarly journals The Bearing Capacity of a Group-Pile Foundation with Inclined Piles under Lateral Loading.

2002 ◽  
pp. 97-107 ◽  
Author(s):  
Makoto KIMURA ◽  
Hiroshi MAKING ◽  
Katsunori OKAWA ◽  
Hiroyuki KAMEI ◽  
Feng ZHANG
Keyword(s):  
Bearing Capacity ◽  
Pile Foundation ◽  
Lateral Loading ◽  
Group Pile

The Research on Calculating the Low Pile Foundation According to the Limitation State Considered the Interaction between the Soil, Pile and Irrigation Structure

2011 ◽  
Vol 105-107 ◽  
pp. 1465-1469 ◽  
Author(s):  
Van Loc Nguyen ◽  
Lei Nie
Keyword(s):  
Pile Foundation ◽  
Actual Condition ◽  
Design Criteria ◽  
The North ◽  
Interaction Interaction ◽  
Pump Stations ◽  
Surrounding Soil

Low pile foundation is spacious used to process irrigation structure. In Vietnam it is effectively used to process irrigation structure in the north plains. However, when calculating load of the foundation works, it was mainly calculated to transmit to pile omitted load transmit to surrounding soil, in fact the load was transmitted to surrounding soil. So the lager number of piles were used to process foundation, it caused waste of piles and economics. Therefor calculating pile foundation, as calculated the interaction interaction between Soil, piles and irrigation structure will reduce the number of piles in the foundation, and when the irrigation structures were deformation tested by software and measured in actual condition, the results showed that the irrigation structures were guaranteed to work as the normal design criteria. Now in Vietnam some of pump stations and aqueducts are applied the interaction between Soil, piles and irrigation structure to process foundation.

scholarly journals THE WORD ABOUT THE FOUNDATION (OR THE FOUNDATION AS AN ANALOGUE OF THE SUPPORTS OF THE CREATIONS OF NATURE)

2019 ◽  
Vol 10 (2) ◽  
pp. 14-25
Author(s):  
V. V Lushnikov
Keyword(s):  
Root System ◽  
Pile Foundation ◽  
Polar Bear ◽  
Single System ◽  
Different Types ◽  
The Creation ◽  
Slab Foundation ◽  
Surrounding Soil

The foundations that serve together with the soils of the foundations of buildings and structures are directly or indirectly borrowed by Man from what was created in Nature - supports of her living and non-living creations: the feet of Man or animals, the roots of plants. Different types of foundations have their counterparts in nature. It is interesting to see how and why these or other forms of Supports appeared, their sizes, how they change, adapt to changes in the environment during the existence of the creation of Nature. And how a Man can use the finds of Nature in his activities in the design of foundations and even buildings and structures. Examples are a pillar foundation that can be cut from a person’s foot; slab foundation - paws of waterfowl; Pile foundation essentially has much in common with the legs of hoofed animals. The heat-insulated foundation can be compared with the paws of a polar bear, whose feet are “lined” with fur. Particular attention is paid to the root system of the tree, which can be considered an ideal foundation. The ability of various trees to adapt to the terrain on which it grows is an example of a possible approach to designing rational types of foundations. The principle of inclusion in the work under the loads of the soil surrounding the root system is implemented in the Tree. At the same time, the roots “reinforce” the surrounding soil, create from it a single system, which perceives the loads acting on the tree. Such an approach is implemented, for example, when constructing foundations or hardening soils using the geotechnogenic system.

scholarly journals Group Pile Effect on Temperature Distributions inside Energy Storage Pile Foundations

2020 ◽  
Vol 10 (18) ◽  
pp. 6597
Author(s):  
Dilnura Sailauova ◽  
Zhamilya Mamesh ◽  
Dichuan Zhang ◽  
Deuckhang Lee ◽  
Chang-Seon Shon ◽  
...  
Keyword(s):  
Energy Storage ◽  
Pile Foundation ◽  
Compressed Air ◽  
Pile Foundations ◽  
Temperature Changes ◽  
Thermal Transfer ◽  
Energy Storage Technology ◽  
Concrete Pile ◽  
Group Pile ◽  
Surrounding Soil

Energy storage pile foundations are being developed for storing renewable energy by utilizing compressed air energy storage technology. Previous studies on isolated piles indicate that compressed air can result in pressure and temperature fluctuations in the pile, which can further affect safety of the pile foundation. Meanwhile, the temperature changes and distributions for the pile and surrounding soil also are influenced by adjacent piles in typical group pile constructions. Therefore, dynamic thermal transfer simulations were conducted in this paper to investigate the temperature changes and distributions in the concrete pile and surrounding soil for group pile construction. The main parameter in this study is the spacing of the piles. The analysis results show that the group pile effect significantly increases the temperature up to more than 100 °C depending on the location and changes its distribution in both concrete and soil due to the heat transferred from the adjacent piles. The final stabilized temperature can be as high as 120 °C in the concrete pile and 110 °C in the soil after numerous loading cycles, which is about 4 times higher than typical thermo-active energy pile applications. Thus, it is important to include the group pile effect for design and analysis of the energy storage pile foundation.

scholarly journals Lateral Loading Test of Full-Scaled Pile Foundation Focused on Ultimate Behavior.

1998 ◽  
pp. 249-260 ◽  
Author(s):  
Kenji Kosa ◽  
Naoto Suzuki ◽  
Makoto Kimura ◽  
Yoshitomi Kimura ◽  
Yukio Morita
Keyword(s):  
Pile Foundation ◽  
Lateral Loading ◽  
Loading Test

Analisis Daya Dukung Tanah Dan Bahan Pondasi Tiang Pancang Pada Pembangunan Jembatan Kab. Jombang

2020 ◽  
Vol 9 (1) ◽  
pp. 32-37
Author(s):  
Ruslan Hidayat ◽  
Saiful Arfaah
Keyword(s):  
Carrying Capacity ◽  
Pile Foundation ◽  
Heavy Traffic ◽  
Traffic Volume ◽  
Material Strength ◽  
Cone Penetrometer ◽  
The Village

One of the most important factors in the structure of the pile foundation in the construction of the bridge is the carrying capacity of the soil so as not to collapse. Construction of a bridge in the village of Klitik in Jombang Regency to be built due to heavy traffic volume. The foundation plan to be used is a pile foundation with a diameter of 50 cm, the problem is what is the value of carrying capacity of soil and material. The equipment used is the Dutch Cone Penetrometer with a capacity of 2.50 tons with an Adhesion Jacket Cone. The detailed specifications of this sondir are as follows: Area conus 10 cm², piston area 10 cm², coat area 100 cm², as for the results obtained The carrying capacity of the soil is 60.00 tons for a diameter of 30 cm, 81,667 tons for a diameter of 35 cm, 106,667 tons for a diameter of 40 cm, 150,000 tons for a diameter of 50 cm for material strength of 54,00 tons for a diameter of 30 cm, 73,500 tons for a diameter of 35 cm, 96,00 tons for a diameter of 40 cm, 166,666 tons for a diameter of 50 cm

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