Effect of a forced harmonic vibration pile to its adjacent pile in layered elastic soil with double-shear model [PDF]
, 2014 A new model named double-shear model based on Pasternak foundation and Timoshenko beam theory is developed to evaluate the effect of a forced harmonic vibration pile to its adjacent pile in multilayered soil medium.
Lo, SH, Wang, J, Zhou, D
core +1 more source
A Review on Finned Pile Foundation
AIJR Proceedings, 2021 Foundation is that part of the structure which supports and transfers the loads from the structure to the soil. Pile foundations are subjected to both axial and lateral loads especially in quay walls, harbour structures, offshore structures, earth-retaining structures, bridges, power stations, lock structures, tall chimneys, and high-rise buildings ...
Chandni S, Rekha Ambi
openaire +2 more sources
Centrifuge model testing for pile foundation reuse [PDF]
, 2011 With continuous development in the urban environment the ground is becoming more and more congested with redundant foundations. The underground development of services and infrastructure already restricts the location of new building foundations and the ...
Al-Tabbaa A +16 more
core +1 more source
Investigation of nonlinear wave-induced seabed response around mono-pile foundation [PDF]
, 2017 YesStability and safety of offshore wind turbines with mono-pile foundations, affected by nonlinear wave effect and dynamic seabed response, are the primary concerns in offshore foundation design.
Bai +63 more
core +3 more sources
A Simplified Modeling for Seismic Responses of Rectangular Foundation on Piles subjected to Horizontal Earthquakes [PDF]
[[abstract]]This paper presents a simplified modeling for seismic responses of rectangular foundation on piles subjected to horizontal earthquakes. The motions of foundation can be derived simply assuming that the foundation is vibrating in one direction.
Chang, Der-Wen
core +1 more source
Evaluasi Dan Penanganan Geoteknik Pada Jalan Lingkar Bawen – Ambarawa [PDF]
, 2013 Approximately along 800 meters to 1 kilometers of Bawen - Ambarawa ring road is alleged built on soft structure soil. One of the location in this condition is the site of bridge Tambakboyo construction, where the 11 meters connection way (oprit) of the ...
Atmanto, I. D. (Indrastono) +3 more
core
Behaviour of Pile Adjacent to Excavation in Layered Soil [PDF]
, 2016 Construction of deep basement structure is common thing in urban cities, as land available for construction is limited. As this excavation carried out near the existing building, the major challenge is to minimize the damage to existing building or ...
Dhatrak, A. I. (A), Kulkarni, S. D. (S)
core +1 more source
A contact problem aplication for the local behaviour of soil pile interaction [PDF]
, 2017 In geotechnical engineering, the main parameter for the performance of structures such as reinforced walls or deep foundations is often the shaft bearing capacity.
Baeßler, Matthias +4 more
core
Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: shaking in the direction of ground flow [PDF]
, 2008 Numerical predictions of a series of shake table tests are presented in this paper in order to examine the accuracy of a 3-D effective stress analysis in predicting the behavior of piles subjected to liquefaction-induced ground flow.
Cubrinovski, M. +7 more
core +1 more source
PERENCANAAN ABUTMENT DAN PONDASI STUDI KASUS JEMBATAN KALIPANG JLS LOT 9 BALEKAMBANG-KEDUNGSALAM, KAB.MALANG [PDF]
, 2023 "The Kalipang Bridge is a bridge with a length of 60 meters built as part of the South Cross Line Lot 9 project, connecting Kedungsalam and Balekambang in Malang Regency, specifically at Sta 4+196.001.
Adji, Muhammad Rizky Nasrullah
core