Results 31 to 40 of about 92,251 (305)

Bearing capacity of frame-gantry pile foundations

open access: yesMagazine of Civil Engineering, 2023
The object of the study is frame-gantry pile foundations embedded in the soil base. To improve the strength of weak soil base, various methods of reinforcement are used, including the foundation constructions in the form of wedge-shaped piles. The paper deals with laboratory studies of the soil base during the installation of small-scale wedge-shaped ...
Maltseva, Tatyana   +4 more
openaire   +2 more sources

Influence of geometry on the bearing capacity of sheet piled foundations [PDF]

open access: yes, 2018
Bored concrete piles are commonly used to support moderate loads from buildings in urban areas. At the end of their 25-30 year lifespan these structures are decommissioned but their foundations are left in place.
Goodey, R.J.   +2 more
core   +1 more source

Study on bearing capacity of permeable pipe pile by field optical fiber monitoring

open access: yesRock and Soil Mechanics, 2021
Permeable pipe piles are set in the soft soil foundation to accelerate the dissipation rate of excess pore water pressure induced by pile driving and then to accelerate the consolidation of soil around the pile.
WANG Jing   +5 more
doaj   +1 more source

Effects of cyclic loading on lateral bearing capacity of single pile in silty seabed

open access: yesYantu gongcheng xuebao
Under larger wave loading, the bearing capacity of marine single pile foundation will be reduced, even instability occurs. A series of undrained shear triaxial tests on the remolded marine silt in Hangzhou Bay are carried out by means of the GDS triaxial
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
doaj   +1 more source

Study on the Bearing Characteristics and the Influence of Pile Characteristics of Rotary Drilling Screw-Shaped Pile

open access: yesBuildings
Due to the advantages of high bearing capacity, small settlement of pile body, and high material utilization rate, rotary drilling thread special-shaped pile (RDTSSP) has been applied in pile foundation engineering at home and abroad.
Sifeng Zhang   +6 more
doaj   +1 more source

Consolidation Characteristics and Bearing Behavior of Sand Pile Composite Foundation in Caisson Heightening

open access: yesShanghai Jiaotong Daxue xuebao, 2021
To study the influence of consolidation on the bearing capacity of the composite foundation in the process of caisson heightening, the consolidation characteristics of the sand pile composite foundation in the process of caisson heightening are discussed
CHEN Peishuai, PAN Yazhou, LIANG Fayun, LI Dejie
doaj   +1 more source

Pile-soil interaction and settlement effects induced by deep excavations [PDF]

open access: yes, 2016
Deep excavations may cause settlement and damage to adjacent buildings, even if they are found on piles. The corresponding pile deformations are determined by axial and lateral effects.
Korff, M, Mair, RJ, Van Tol, FAF
core   +1 more source

The simplex piles bearing capacity

open access: yesIOP Conference Series: Materials Science and Engineering, 2019
Abstract The results of innovative achievements in the pre-stressed tubular-filled single-drilled piles-foundations construction field are presented. The integrated solution relevance of the scientific and technical problem of developing geotechnical engineering for the considered piles designing efficient structures is shown.
L M Borozenets, E A Ushakova
openaire   +1 more source

Bearing capacity of deep bored piles

open access: yesВестник гражданских инженеров, 2020
Modern technical regulations and design principles are limited by soil resistance on the side surface and under the point of bored piles up to 40 m. Meanwhile, the construction of high-rise buildings and underground structures requires the use of deeper bored piles.
openaire   +1 more source

Simulation of bearing capacity of bored piles [PDF]

open access: yesMATEC Web of Conferences, 2018
This study focuses on how one can possibly predict the ultimate load for the piles that did not reach failure. This challenge was acquired through Chin- Konder method by which, the estimated settlement that correspond to failure load is well defined. Hence, this research aims to make a comparative study between the results of pile load tests carried ...
Majeed Ahmed, Haider Olla
openaire   +2 more sources

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