Verification of the Vertical Bearing Capacity of a Reinforced Concrete Pile

Prekop, Lubomir

doi:10.1016/j.proeng.2017.05.376

Cited by 4 publications

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“…Minipile dan Efisiensi MinipileKapasitas Daya Dukung Minipile merupakan kemampuan dari minipile untuk menahan beban yang bekerja pada minipile [17][18]. Untuk menghitung daya dukung yang diijinkan untuk suatu pondasi tiang dapat dihitung berdasarkan datadata penyelidikan tanah (soil investigation), cara kalender atau dengan tes pembebanan (loading test) pada tiang.[19][20][21].…”

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Meningkatkan Daya Dukung Tiang Pondasi Minipile Persegi Pada Gedung Kantor Ngasem Kabupaten Kediri Menggunakan Metode Mayerhoff

et al. 2021

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The foundation is one part under the building that has a very important role. The choice of the type of foundation is something that needs to be considered. One type of foundation that is widely used is the minipile foundation. Minipile foundation itself is a type of foundation that is used if the load received from the superstructure is not too heavy and the hard soil type is at a depth of between 5-10m. The purpose of this study was to plan the bearing capacity of the minipile foundation pile in the PT. BPJE in Ngasem, Kediri Regency. The building is planned to be used as an office building. The planned sub-building includes foundation planning with a mini-square building with a cross-sectional dimension of 20x20. The calculations carried out include the calculation of the bearing capacity of the foundation using the Mayerhoff method, the calculation of the flexural factor and the calculation of reinforcement. The calculation results (sigma Vertical Ultimate) Vu = 114.78 tons. With bending factor tk = 286.95 kg /. The reinforcement in the pile cap for the x direction of tensile reinforcement = D16–170 and compression reinforcement = D16–250 while for tensile reinforcement in the y direction = D16 - 170 and compressive reinforcement = D10 - 250. Thus, the results of the planning can be used as a reference for the implementation of building construction. office of PT. BPJE in Ngasem, Kediri Regency.

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Meningkatkan Daya Dukung Tiang Pondasi Minipile Persegi Pada Gedung Kantor Ngasem Kabupaten Kediri Menggunakan Metode Mayerhoff

et al. 2021

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Improvement of the Process of Construction of Bored Pile Shells

Kocherzhenko

Suleymanova

2021

Lecture Notes in Civil Engineering

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Innovative Pile Technologies in Modern Foundation Construction

Kocherzhenko

Suleymanova

Kocherzhenko

2021

IOP Conf. Ser.: Mater. Sci. Eng.

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The article considers innovative pile technologies that can significantly increase the load-bearing capacity of reinforced concrete piles by increasing the friction forces on the side surface of hanging piles. The authors developed designs of modular reinforced concrete piles for the perception of various combinations of external influences, and also studied the influence of the granulometric composition of the soil adjacent to the pile body on its load-bearing capacity. The study included dynamic tests of t-shaped and square piles, theoretical studies of the interaction of t-shaped piles with clay soil by mathematical modeling, and the selection of the composition and distribution of coarse-grained filler around the pile developed by the authors with “pockets” (cavities) during its driving. The developed innovative solutions allow increasing the angle of internal friction of the soil adjacent to the reinforced concrete pile, while increasing the load-bearing capacity.

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Verification of the Vertical Bearing Capacity of a Reinforced Concrete Pile

Cited by 4 publications

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Meningkatkan Daya Dukung Tiang Pondasi Minipile Persegi Pada Gedung Kantor Ngasem Kabupaten Kediri Menggunakan Metode Mayerhoff

Meningkatkan Daya Dukung Tiang Pondasi Minipile Persegi Pada Gedung Kantor Ngasem Kabupaten Kediri Menggunakan Metode Mayerhoff

Improvement of the Process of Construction of Bored Pile Shells

Innovative Pile Technologies in Modern Foundation Construction

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