Results 11 to 20 of about 20,688 (277)
Geofluids, 2022 To ensure the safe construction of bridge pile foundation in karst area, it is necessary to accurately detect the unfavorable geological conditions such as karst cave and soft layer before excavation.
Chunwei Pan +4 more
doaj +1 more source
Ultimate Load Tests on Bearing Behavior of Large-Diameter Bored Piles in Weathered Rock Foundation
Advances in Civil Engineering, 2020 Based on the vertical compressive static load test and pile mechanics test of three large diameter bored piles (one of the test piles was treated with postgrouting) in granite gneisses foundation, the bearing capacity, deformation characteristics, and ...
Xiaoyu Bai +4 more
doaj +1 more source
Physical modelling of lime stabilisation in soft soils around deep excavations [PDF]
, 2017 Bored concrete piles have been used widely on commercial developments in London for about the last 50 years. The life of a commercial building is between 25 – 30 years and, as each building is demolished and rebuilt, the piles from the previous buildings
Gaba A. R. +3 more
core +1 more source
Results of monitoring at the British library excavation [PDF]
, 2014 The main phase of excavation for the basements of the British Library at St Pancras, London, was completed in 1987. The project included basements extending up to 25 m deep, through the London Clay and into the Lambeth Group. The excavations were formed
Simpson, Brian, Vardanega, Paul J.
core +2 more sources
Influence of geometry on the bearing capacity of sheet piled foundations [PDF]
, 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
Numerical investigation into the failure of a micropile retaining wall [PDF]
, 2017 The paper presents a numerical investigation on the failure of a micropile wall that collapsed while excavating the adjacent ground. The main objectives are: to estimate the strength parameters of the ground; to perform a sensitivity analysis on the back
Prat Catalán, Pere
core +2 more sources
Characterizing anomalies in distributed strain measurements of cast-in-situ bored piles [PDF]
, 2016 This paper describes the method of identifying typical defects of bored cast-in-situ piles when instrumenting using Distributed Optical Fiber Strain Sensing (DOFSS).
Ang, K. A. +3 more
core +1 more source
A field trial of a reusable, hollow, cast-in-situ pile [PDF]
, 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
High-capacity ribbed pile foundations [PDF]
, 2016 This research concerns the influence of ribs on the ultimate capacity of a bored pile in overconsolidated clay. Ribbed bored piles are known to give increased shaft capacity in comparison to conventional straight-shafted bored piles.
Gorasia, Rohit J., McNamara, A. M.
core +1 more source
CHD pile performance, Part I:Physical modelling [PDF]
, 2016 The Continuous Helical Displacement (CHD) pile is an auger displacement pile developed by Roger Bullivant Ltd in the UK. It has performance characteristics of both displacement and non-displacement piles due to the nature in which it is installed.
Bell A +25 more
core +2 more sources