Selecting type of bored piles with increased values of bearing capacity

Sokolov, N. S.; Пушкарев, А. Е.; Mikhaylov, Aleksandr

doi:10.1201/9780429058882-68

Cited by 7 publications

(6 citation statements)

References 1 publication

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“…Свайные фундаменты имеют ряд преимуществ: возможность устройства на многих типах грунта, высокий уровень устойчивости и долговечности, быстрые сроки возведения, низкая себестоимость [1]. Выбор наиболее оптимального варианта свайного фундамента здания играет важную роль, так как доля строительства подземной части достигает 15-25 % в общей сметной стоимости объекта [2][3][4].…”

Section: Introductionunclassified

“…Pile foundations have a number of advantages: they can be installed on many types of soil, a high level of stability and durability, fast erection time, and low cost [1]. The choice of the most optimal variant of the pile foundation of a building plays an important role, because the share of construction of the underground part reaches 15-25 % in the total estimated cost of the object [2][3][4].…”

Section: Introductionmentioning

confidence: 99%

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Оптимизация Конструктивных Расчетов Свайного Поля На Основе Данных Статического Зондирования

Недвига,

Кукина,

Тачков

2023

(Stroitel stvo nauka i obrazovanie [Construction Science and Ed

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Section: Introductionunclassified

Section: Introductionmentioning

confidence: 99%

Оптимизация Конструктивных Расчетов Свайного Поля На Основе Данных Статического Зондирования

Недвига,

Кукина,

Тачков

2023

(Stroitel stvo nauka i obrazovanie [Construction Science and Ed

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“…Any proposed construction [1][2][3][4][5][6][7][8][9][10][11][12][13][14] in a geotechnical zone requires special consideration both at the decision-making and at the construction stage. All possible construction risks should be analyzed.…”

Section: Introductionmentioning

confidence: 99%

Experience of using drilling injection EDT piles in emergency response of a public building

Sokolov

2023

General Question of World Science

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The case of ill-considered construction of a two-storey brick building in the zone of geotechnical influence of the operated building which resulted in its emergency condition was considered. Timely accident prevention measures, including reinforcement of the foundation by means of drilled injection EDT piles and safety measures, such as arrangement of prestressed ties from eight rows of high-strength valves enclosing a supporting wall of two rows of drillinginjection EDT piles of Ø350mm, made by electric-discharge technology from the side of the altar, allowed to save the monument of federal architecture from collapse

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“…Design and construction should include a set of measures to ensure the safe operation of existing buildings. Modern geotechnical technologies are successful in meeting such challenges [1][2][3][4][5][6][7][8][9][10][11][12][13].This article discusses a negative example of the construction of a multi-storeyapartment building next to an existing house.…”

Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Errors in construction of facilities in restricted conditions

Sokolov

2023

General Question of World Science

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The construction of facilities in cramped conditions requires a special approach to the need to develop and implement measures to ensure the safe operation of the buildings surrounding the building within the limits of geotechnical influence. Builders often neglect the impact of the new facility technology on the possible negative effects (cracks on facades due to uneven precipitation, heels, etc.) of the buildings in use. The term «minimum price» is still used when part of a building is erected below zero. This approach completely disregards the notion of «technical utility». At the same time the builders go to any tricks to reduce the cost. This «irrational» way of construction may eventually result in a substantial increase in the cost of constructing a zero part of a building and, as a general rule, in a longer construction period (agreement on a new project as a result of substitution of another geotechnical technology, passing of new construction expertise). This article examines one negative case from the geotechnical practice of constructing 16 storey dwellings next to an existing five-storey dwelling house.

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Selecting type of bored piles with increased values of bearing capacity

Cited by 7 publications

References 1 publication

Оптимизация Конструктивных Расчетов Свайного Поля На Основе Данных Статического Зондирования

Оптимизация Конструктивных Расчетов Свайного Поля На Основе Данных Статического Зондирования

Experience of using drilling injection EDT piles in emergency response of a public building

Errors in construction of facilities in restricted conditions

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