Model test study on the vertical bearing performance of post-grouted piles based on different grouting materials. [PDF]
Chu C, Yi T, Qin Y, Hou X, Dai G.
europepmc +1 more source
Objective To assess the validity of the Patient‐Reported Outcomes Measurement Information System (PROMIS) Pediatric measures in patients with chronic nonbacterial osteomyelitis (CNO). Methods Within the longitudinal patient registry of CNO, English‐speaking patients aged 8 years and older self‐reported PROMIS Pediatric measures of fatigue, pain ...
Mary M. Eckert +43 more
wiley +1 more source
Acoustic Emission Precursors in Pile-Reinforced Loess Landslides: A New Early-Warning Signals Identification Approach. [PDF]
Zheng S, Yang W, Zhao T, Li X, Lu Z.
europepmc +1 more source
Field performance of inclined H-beam strength composite piles as internal bracing in a deep soft soil excavation. [PDF]
Sun L, Geng Y, Liu J, Miao Y.
europepmc +1 more source
Bearing mechanism of innovative pile-bucket foundations for offshore photovoltaic systems in soft clay under combined loading. [PDF]
Yu G, Fan K, Gao C, Zhu X.
europepmc +1 more source
Frequency domain analysis of torsional vibration of single pile in orthotropic viscoelastic layered foundation. [PDF]
Lian Z, Zhu Y, Jiu Y.
europepmc +1 more source
Seismic response analysis of coal mine shaft tower structure considering PSSI effect under different sites. [PDF]
Han L, Zhao S, Zhang Y, Ge N.
europepmc +1 more source
Mapping and quantifying the spatial and temporal composition of waste piles in informal settlements of urban Malawi. [PDF]
Mwapasa T +8 more
europepmc +1 more source
Related searches:
Effect of Pile Arrangements on the Dynamic Coupled Response of Pile Groups
Geotechnical and Geological Engineering, 2020This paper presents both experimental and analytical investigation to monitor the effect of dynamic pile-soil-pile interaction on the nonlinear coupled response of a 6-pile group placing in different arrangements of piles under rotating machine induced vibrations.
Shiva Shankar Choudhary +2 more
openaire +1 more source
Effects of Pile Cap in Single Pile and Lateral Capacity of Pile Group
Advances in Deep Foundations, 2005This paper describes the results for a numerical analysis of single piles and pile groups in clayey soils subjected to monotonous lateral loading using the ABAQUS finite element software. The investigated variables in this study include free head and embedded capped single piles, pile diameter (1.0 m, 0.5 m), pile length (7.0 m, 10.0 m), and pile ...
Jeff Budiman, Kwangkuk Ahn
openaire +1 more source

