Results 31 to 40 of about 20,991 (181)

Eurocode 7: Geotechnical Design. Worked examples [PDF]

open access: yes, 2013
This document is a report with worked examples summarizing the general rules, basic design principles and design methods for geotechnical design following Eurocodes.
BOND Andrew   +3 more
core   +1 more source

Static and cyclic rocking on sand:centrifuge versus reduced-scale 1g experiments [PDF]

open access: yes, 2014
Shallow foundations supporting bridge piers, building frames, shear walls and monuments are often subjected to extreme lateral loading such as wind in offshore environments, or strong seismic shaking.
Arulmoli K.   +9 more
core   +1 more source

Proposta de previsão da capacidade de carga à tração de estacas tipo hélice contínua em solos granulares

open access: yesRevista Principia, 2020
Foundations projects must present security measures concerning the structural element and soil-structure system failure and acceptable displacements.
Caio Cardoso Scipião   +1 more
doaj   +1 more source

Calculation Method of Uplift Capacity of Pile-Anchor Composite Foundation and Influence of Parameters

open access: yesShanghai Jiaotong Daxue xuebao, 2022
In view of the extensive geology of overlying soil and underlying rock in mountainous areas, a pile-anchor composite foundation has been used in transmission line tower engineering.
SUN Yizhou, SUN Honglei, CAI Yuanqiang
doaj   +1 more source

Study on Vertical Uplift Resistance Characteristics of Pre-Drilled Planted Piles in Boulder Strata

open access: yesApplied Sciences
Pre-drilled composite planted piles are a commonly used construction method, but there is currently limited research on the load-bearing characteristics of piles penetrating boulders.
Wenli Liao   +5 more
doaj   +1 more source

Field tests on bearing capacity of digging-hole pile for transmission lines under complex loads

open access: yesYantu gongcheng xuebao, 2022
In order to study the bearing performance and difference of the foundation for transmission lines under complex load-bearing situations, by taking the digging-hole piles commonly used in transmission-line projects as the object and selecting the typical ...
CUI Qiang , YANG Wen-zhi
doaj   +1 more source

Theoretical and actual bearing capacity of driven piles using model piles in sand [PDF]

open access: yes, 2014
In general, increasing of penetration rate may result in an increased of pile capacity. Occasionally, there were differences between theoretical and actual bearing capacity of the piles. Rate of penetration of pile influenced the pile bearing capacity.
Mangi, Sajjad Ali   +4 more
core   +2 more sources

Uplift stability of narrow foundation pits based on Prandtl formula

open access: yesYantu gongcheng xuebao, 2019
Drilled piles and internal supporting structures are widely used at present especially in the foundation pit supporting works of municipal industry. The traditional uplift stability analysis method based on the the Prandtl formula for calculating the ...
CHEN Yan-ping
doaj   +1 more source

Finite Element Modelling of Rocking and Hybrid Precast Walls under Seismic Loading

open access: yesEarthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT In recent years, self‐centring systems have received considerable research interest in the seismic design of precast concrete structures for their ability to limit damage and satisfy resilience requirements. Rocking and hybrid structural walls, characterised by the formation of a single gap at the wall–foundation interface, mitigate damage by ...
Andrea Belleri   +3 more
wiley   +1 more source

Field tests on bearing capacity of pre-bored grouted planted piles under compression and tension

open access: yesYantu gongcheng xuebao
A series of field tests are conducted to study the compressive and uplift bearing capacities of pre-bored grouted planted (PGP) piles in the same test site, and the test piles are all loaded to the ultimate state.
ZHOU Jiajin 1, 2, MA Junjie 1, 2, YU Jianlin 1, 2, GONG Xiaonan 1, 2, ZHANG Rihong 3
doaj   +1 more source

Home - About - Disclaimer - Privacy