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INVESTIGATION OF THE INTERACTION OF THE BORED MICRO PILE BY DDS (FDP) TECHNOLOGY WITH THE SOIL GROUND
(International Journal of GEOMATE, 2023)
The article presents the results of a comparative analysis of the bearing capacity of bored piles
with a drilling displacement system (DDS), obtained by tests for static load and according to GOST standards, as
well as the results of tests for compression of the surrounding soil after installing the pile with DDS. These DDS
piles are created by rotary drilling with a ...
INVESTIGATION OF THE INTERACTION OF THE BORED MICRO PILE BY DDS (FDP) TECHNOLOGY WITH THE SOIL GROUND
(International Journal of GEOMATE, 2023)
The article presents the results of a comparative analysis of the bearing capacity of bored piles
with a drilling displacement system (DDS), obtained by tests for static load and according to GOST standards, as
well as the results of tests for compression of the surrounding soil after installing the pile with DDS. These DDS
piles are created by rotary drilling with a ...
FEATURES OF TESTING PILES FOR HIGH-RISE BUILDINGS IN DIFFICULT SOIL CONDITIONS IN ASTANA
(International Journal of GEOMATE, 2023-10)
The project consists of a high-rise building supported on boring and driven piles. An
assessment was made of the current practice in the foundation design of high-rise buildings in Astana,
Kazakhstan, to explore areas for improvement. Pile testing is usually undertaken to provide relevant
information on one or more of the following issues: the ultimate load capacity of a ...
Investigations of piles by bidirectional static loading test in Astana soils
(E3S Web of Conferences, 2023)
The article presents the results of vertical static load tests of
diametral and deep bored piles specially conducted at the construction site
of EXPO-2017 in Astana, Kazakhstan. The methodology for determining
the bearing capacity of the pile is summarized. Bored piles with a length of
31.5 m and a diameter of 1000 mm were tested. Vertical static load tests
were conducted ...
Investigations of piles by bidirectional static loading test in Astana soils
(E3S Web of Conferences, 2023)
The article presents the results of vertical static load tests of
diametral and deep bored piles specially conducted at the construction site
of EXPO-2017 in Astana, Kazakhstan. The methodology for determining
the bearing capacity of the pile is summarized. Bored piles with a length of
31.5 m and a diameter of 1000 mm were tested. Vertical static load tests
were conducted ...
INVESTIGATION OF THE INTERACTION OF THE BORED MICRO PILE BY DDS (FDP) TECHNOLOGY WITH THE SOIL GROUND
(International Journal of GEOMATE, 2023-05)
The article presents the results of a comparative analysis of the bearing capacity of bored piles
with a drilling displacement system (DDS), obtained by tests for static load and according to GOST standards, as
well as the results of tests for compression of the surrounding soil after installing the pile with DDS. These DDS
piles are created by rotary drilling with a ...
Investigations of piles by bidirectional static loading test in Astana soils
(E3S Web of Conference, 2023)
The article presents the results of vertical static load tests of
diametral and deep bored piles specially conducted at the construction site
of EXPO-2017 in Astana, Kazakhstan. The methodology for determining
the bearing capacity of the pile is summarized. Bored piles with a length of
31.5 m and a diameter of 1000 mm were tested. Vertical static load tests
were conducted ...
FEATURES OF TESTING PILES FOR HIGH-RISE BUILDINGS IN DIFFICULT SOIL CONDITIONS IN ASTANA
(International Journal of GEOMATE, 2023-10)
The project consists of a high-rise building supported on boring and driven piles. An
assessment was made of the current practice in the foundation design of high-rise buildings in Astana,
Kazakhstan, to explore areas for improvement. Pile testing is usually undertaken to provide relevant
information on one or more of the following issues: the ultimate load capacity of a ...
INVESTIGATION OF THE INTERACTION OF THE BORED MICRO PILE BY DDS (FDP) TECHNOLOGY WITH THE SOIL GROUND
(International Journal of GEOMATE, 2023)
The article presents the results of a comparative analysis of the bearing capacity of bored piles
with a drilling displacement system (DDS), obtained by tests for static load and according to GOST standards, as
well as the results of tests for compression of the surrounding soil after installing the pile with DDS. These DDS
piles are created by rotary drilling with a ...









