2 edition of Shaking table tests on piles found in the catalog.
Shaking table tests on piles
J. F. Stanton
by Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration in [Olympia, Wash.]
Written in English
|Statement||by John F. Stanton, Sunirmal Banerjee and Izzat Hasayen (Washington State Transportation Center) ; prepared for Washington State Transportation Commission, Department of Transportation in cooperation with US Department of Transportation, Federal Highway Administration.|
|Contributions||Banerjee, Sunirmal., Hasayen, Izzat., Washington State Transportation Center., Washington (State). Dept. of Transportation., Washington (State). Planning, Research, and Public Transportation Division., United States. Federal Highway Administration.|
|The Physical Object|
|Pagination||xix, 97 p. :|
|Number of Pages||97|
Centrifuge shaking table tests on composite caisson-piles foundation F. Liang, Y. Jia, H. Zhang, H. Chen & M. Huang Dynamic behaviour of three-hinge-type precast arch culverts with various patterns of overburden in culvert longitudinal direction. seismic behavior of pile in liquefiable soil ground by centrifuge shaking table behavior of pile in liquefiable soil ground by centrifuge shaking table tests. wen-yi hung, chung-jung lee, wen-ya chung, chen-hui tsai, ting chen, chin-cheng huang, y.
To study the seismic response of rigid-subrigid pile composite foundation, shaking table test was conducted under sandy field condition. The experimental results show that the acceleration response strength of the pile top is greater than that of the pile bottom, and is smaller with the increase of buried depth; seismic wave types will have an impact on the acceleration amplification effect. Dynamic response of soil–pile–structure system subjected to lateral spreading: shaking table test and parallel finite element simulation. Lei Su, a Hua-Ping Wan, b Shaghayegh Abtahi, c Yong Li, c Xian-Zhang Ling d. a School of Civil Engineering, Qingdao University of .
Multidirectional shaking table tests on model piles in saturated sand T.S. Ueng & C.H. Chen. 18 Environmental geotechnics. Effect of sheet pile on contamination transport through the soil A.M. Basha, I. Rashwan, A. El Nimr & A.K. Gabr. New thermal cell for measuring thermal conductivity of soils S.S. Hamuda, M. Rouainia & B.G. Clarke. In this study, the model pile was attached with a tip mass to simulate the pile behavior under the dry spent fuel storage during shaking. Two centrifuge shaking table tests were conducted to investigate the distribution of pile bending moment, pile head acceleration and the pile head displacement during shaking.
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Shaking Table Tests on Piles Author: Literature reviews, Piles \(Supports\), Seismicity, Shaking table test, Soil structure interaction, Static tests Keywords: piles, shaking table, lateral load, seismic behavior, earthquake, earthquake simulator, dynamic load test, Washington state. Shaking table tests on piles.
[Olympia]: Washington State Dept. of Transportation [Planning, Research and Public Transportation Division],  (OCoLC) Material Type: Government publication, State or province government publication: Document Type: Book: All Authors / Contributors. mode of piles in the first test with a dry sand deposit made in the year of SHAKING TABLE TESTS AT E-DEFENSE Large shaking table tests with a soil-pile-structure model were conducted to investigate the following: 1) Inertial and kinematic effects on pile stress and failure.
2) Earth pressure acting on embedded foundation. Lateral load tests from the reaction wall and one- and multi-directional shaking table tests were performed on the model piles in the shear box with and without soil.
The test results from the lateral load tests and shaking table tests were analyzed and compared. This paper presents experimental results of 1-g shaking table model tests on a 3 × 3 pile group behind a sheet-pile quay wall. The main purpose was to understand the mechanisms of liquefaction-induced large ground deformation and the behavior of the pile group subjected to the lateral soil displacement.
For this purpose, shaking table tests on 3-pile pile group (PG hereafter) and 3-pile piled raft (PR hereafter) with friction piles (which was confirmed by the test results, where the piles ’ bases. The main demerit of these piles is an excellent stiffness, which causes a significant bending moment at the pile cap connection during earthquake loading.
In this experimental study, shaking table tests are performed on 2×2 symmetrical pile. For this purpose, shaking table tests on 3-pile pile group (PG hereafter) and 3-pile piled raft (PR hereafter) with friction piles (which was confirmed by the test results, where the piles’ bases shared % of the total pile load) were carried out under sinusoidal waves.
2x2 piles and two-column piers with 3x2 piles, had been performed. The characteristic behaviors of pier and friction pile response were obtained. This paper highlights of the shaking table tests on model piles in loose sand and the major finds from the tests.
MODEL DESIGNCited by: 4. In this study, a full-model shaking table test of a super-long-span cable-stayed bridge was conducted. The 1/scale model, which is of a preliminary-design cable-stayed bridge with a central span of 1, m, includes both superstructures and pile group foundations embedded in artificial soil contained in laminar shear boxes.
Employing a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, it demonstrates the seismic response patterns of single piles in liquefiable ground.
These include basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence : Hardcover.
The experiments included laboratory simulation of the response of piles subjected to static or dynamic lateral loads applied at the pile-head and of piles embedded in a soil deposit subjected to bedrock motions.
Finite element analyses of the model systems were carried out using reasonable estimates of the system parameters. Shaking table tests on model pile in saturated inclined ground were conducted at the NCREE, Taiwan to study the soil-structure interaction, especially lateral spreading, in a liquefiable ground during earthquake.
The model pile made of aluminium alloy was placed in an inclined biaxial laminated shear box filled with saturated clean : C.H.
Chen, T.S. Ueng. However, there is a knowledge gap concerning their seismic performance. Therefore, the current study investigates the performance of helical piles through a full-scale shaking table test programme – the inaugural large-scale seismic testing programme performed on helical by: 3.
Shaking table scale model tests of nonlinear soil-pile-superstructure interaction in soft clay. CiteSeerX - Document Details (Isaac Councill, Lee Giles, Pradeep Teregowda): Large-scale shaking table tests on real-size piles were conducted to demonstrate the behavior of pile foundations in liquefied ground.
Two types of grounds were tested: a level ground in which piles with footings were installed, and a sloping ground in which single piles were installed.
Abstract This paper describes a shake table test study on the seismic response of low-cap pile groups and a bridge structure in liquefiable ground.
The soil profile, contained in a large-scale laminar shear box, consisted of a horizontally saturated sand layer overlaid with a silty clay layer, with the simulated low-cap pile groups embedded.
This paper presents experimental results of 1-g shaking table model tests on a 3Χ3 pile group behind a sheet-pile quay wall. The main purpose was to understand the mechanisms of liquefaction-induced large ground deformation and the behavior of the pile group subjected to the lateral soil displacement.
Employing a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, it demonstrates the seismic response patterns of single piles in liquefiable ground. These include basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors.
Focusing on a small radius curved bridge, a serious of shaking table tests and corresponding numerical finite element analyses were conducted for a 1/16 scaled curved bridge model considering SSI (Soil-Structure Interaction) effect.
[Show full abstract] The pile foundation model is excited by a shaking table at the pile tip and by lateral loading at the pile head to investigate the effect of inertia force and soil.(). Centrifuge shaking table tests on a single pile embedded in clay subjected to earthquake excitation.
International Journal of Geotechnical Engineering: Vol. 7, No. 2, pp. Shaking table tests of three-story structures with nine-pile foundation in coral sand and Fujian sand were carried out in order to study the dynamic response characteristics of pile-soil-structure system in coral sand under earthquake.
The influence of shaking intensity on the dynamic response of the system was taken into consideration.