[图书][B] Basics of foundation design
B Fellenius - 2017 - books.google.com
The" Red Book" presents a background to conventional foundation analysis and design. The
text is not intended to replace the much more comprehensive'standard'textbooks, but rather …
text is not intended to replace the much more comprehensive'standard'textbooks, but rather …
Base Resistance of Screw Displacement Piles in Sand
Full-scale axial load tests were performed on five screw injection piles founded in medium-
dense to dense sand at a site in Delft, the Netherlands. Each pile was instrumented with …
dense to dense sand at a site in Delft, the Netherlands. Each pile was instrumented with …
Static tests on instrumented piles affected by residual load
BH Fellenius - DFI Journal-The Journal of the Deep Foundations …, 2015 - Taylor & Francis
Abstract Analysis of results from a static loading tests on an instrumented pile usually
assumes that the gage determined loads represent the true loads in the test pile. However …
assumes that the gage determined loads represent the true loads in the test pile. However …
Identification of residual force in static load tests on instrumented screw displacement piles
A Krasiński, M Wiszniewski - Studia Geotechnica et Mechanica, 2021 - sciendo.com
Occurrence of the so-called residual force of an unknown value significantly disturbs
interpretation of static load tests performed on piles equipped with additional measuring …
interpretation of static load tests performed on piles equipped with additional measuring …
A novel method for assessing pile base resistance in sand
The base resistance of piles in sand is generally assessed through limit equilibrium-based
theoretical methods. However, this approach is not capable of accounting for the punching …
theoretical methods. However, this approach is not capable of accounting for the punching …
Observations and analysis of wide piled foundations
BH Fellenius - Canadian Geotechnical Journal, 2019 - cdnsciencepub.com
Available case histories on observations on full-scale piled rafts show that the settlement
response to applied load can be modeled as that for an Equivalent Pier due to compression …
response to applied load can be modeled as that for an Equivalent Pier due to compression …
Load-settlement behaviour of three pile groups: a case study
PO Van Impe, WF Van Impe, A Manzotti, L Seminck - 2015 - icevirtuallibrary.com
The paper presents the case study on the construction of three 48m diameter steel tanks,
each founded on a group of 422 displacement cast in-situ piles. The three tanks are close …
each founded on a group of 422 displacement cast in-situ piles. The three tanks are close …