Results 21 to 30 of about 207,652 (285)

Analysis of a rapid load test on an instrumented bored pile in clay [PDF]

open access: yes, 2006
Rapid load testing methods for piled foundations are generally easier and quicker to mobilise than classic static tests, and are less complex to analyse than dynamic load tests.
A. F. L. Hyde   +28 more
core   +2 more sources

Effect of Solidified Depth on the Vertical Compressive Bearing Characteristics of the Soil Continuously Solidified Pile Group Foundation

open access: yesApplied Sciences, 2023
To meet the ultra-high bearing capacity design requirements of pile foundations under geological conditions without a good holding layer, we invented a new type of group pile foundation with the soil continuously solidified between piles (hereinafter ...
Tao Sun   +6 more
doaj   +1 more source

A field trial of a reusable, hollow, cast-in-situ pile [PDF]

open access: yes, 2014
This paper describes the concept and field testing of a hollow, cast-in-situ, rotary bored pile foundation 1200 mm diameter and 30 m deep. The aim of the foundation is to allow large-diameter piles to be constructed using less concrete than in an ...
Andrew M. McNamara   +12 more
core   +1 more source

Pekerjaan Pondasi Tiang Pancang: Cara Pemancangan, Kendala dan Teknologi Terbaru

open access: yesComTech, 2013
The foundation work a building project is commonly done when students conducted Real Estate Internship which leads to inadequate knowledge of foundation work obtained during internship, especially the pile foundation work.
Nina Nurdiani
doaj   +1 more source

Mechanism of influences of shield construction nearby friction pile foundation on its bearing capacity and its controlling techniques

open access: yesYantu gongcheng xuebao, 2023
Aiming at the disturbance problem of the adjacent friction pile foundation buildings caused by shield tunneling, based on the changes in the stress field of the strata before and after shield tunneling, an analytical calculation model for the bearing ...
LIN Chao 1, 2, JIANG Rong 1, 3, XIAO Shucong 1, WANG Zuxian 4
doaj   +1 more source

Calculation of Ultimate Bearing Capacity of Pile Foundations of Highway Bridges under the Coupling of Steep Slope and Karst [PDF]

open access: yesE3S Web of Conferences, 2020
In order to study the influence of steep slope-karst coupling on the vertical bearing characteristics of pile foundation, the orthogonal simulation tests of pile foundation under 4 different roof thickness and 5 different slope are carried out by using ...
Feng Zhongju   +7 more
doaj   +1 more source

Performance of short piled raft foundation system on peat soil under static load [PDF]

open access: yes, 2020
Peat is known as problematic soil, because has low shear strength and high compressibility characteristics. Particular attention should be paid, when building a construction on it. In recent years, there is no special established foundation structure for
Marto Suro, Sajiharjo
core  

The structure of turbulent wave flow and its impact on the construction of offshore structure pile foundation [PDF]

open access: yes, 2014
The problems of the structure of turbulent flow of the waves and the settings that affect the design of the pile foundation of offshore structures. Determined by the intensity, the extent of the turbulent flow, the energy spectra ripple component of the ...
Асланов, Лятиф Фирудин оглы
core   +1 more source

Laboratory Model Test to Explore the Bearing Mechanism of Composite Foundation in the Loess Area

open access: yesAdvances in Civil Engineering, 2021
Pile composite foundation can make good use of the bearing capacity of the soil and pile, which is widely used in the Chinese northwest loess area.
Longfei Xu   +5 more
doaj   +1 more source

Interaction of piled foundation with a rupturing normal fault [PDF]

open access: yes, 2013
Post-seismic observations in the 1999 Kocaeli earthquake in Turkey have indicated that piled foundations may be less suitable than stiff mat foundations in defending a structure against a major normal fault rupturing underneath.
A. TSATSIS   +13 more
core   +3 more sources

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