1. bookTom 38 (2016): Zeszyt 4 (December 2016)
Informacje o czasopiśmie
License
Format
Czasopismo
eISSN
2083-831X
Pierwsze wydanie
09 Nov 2012
Częstotliwość wydawania
4 razy w roku
Języki
Angielski
Otwarty dostęp

Conditions of Proper Interaction of Low-Pressure Injection Piles (LIP) with Structure and Soil, Carrying Capacity of Pile Anchorage in Foundation

Data publikacji: 08 Feb 2017
Tom & Zeszyt: Tom 38 (2016) - Zeszyt 4 (December 2016)
Zakres stron: 33 - 49
Informacje o czasopiśmie
License
Format
Czasopismo
eISSN
2083-831X
Pierwsze wydanie
09 Nov 2012
Częstotliwość wydawania
4 razy w roku
Języki
Angielski

[1] PN-EN 1997-1:2008, Eurocode 7 Geotechnical Design, PKN, Warszawa, Poland.Search in Google Scholar

[2] PACHLA H., Kotwienie pali iniekcyjnych w betonowych fundamentach, Geoinżynieria drogi mosty tunele, 2011, 31(2), 40-43.Search in Google Scholar

[3] PACHLA H., Kotwienie niskociśnieniowych pali iniekcyjnych wciskanych w grunt w wykonanych z cegły, Geoinżynieria drogi mosty tunele, 2014, 46(1), 52-54.Search in Google Scholar

[4] PACHLA H., Deformacja i nośność zakotwienia niskociśnieniowych pali iniekcyjnych w betonowym fundamencie przy obciążeniu wciskającym pal w grunt, Geoinżynieria drogi mosty tunele, 2014, 47(2), 28-32.10.7748/ns.28.47.32.s3725052664Search in Google Scholar

[5] PACHLA H., Zakotwienie wyciąganych z fundamentu niskociśnieniowych pali iniekcyjnych, Geoinżynieria drogi mosty tunele, 2014, 48(3), 48-52.Search in Google Scholar

[6] HODUREK C., SZYPROWSKI A., Projekt konstrukcyjny wykonawczy: Rozbudowa sklepu IKEA w Krakowie, 2009.Search in Google Scholar

[7] GWIZDAŁA K., Fundamenty palowe: tom 1, Technologia i obliczenia, Wydawnictwo Naukowe PWN, Warszawa, 2010.Search in Google Scholar

[8] CHOI CH., CHO SAM-DEOK, Field verification study for micropile load capacity, 10th International Workshop on Micropiles, Washington D.C., United States, 2010.Search in Google Scholar

[9] WILDER D., CADDEN A., TRAYLOR R., Comprehensive Load Transferring Micropiles Through Concrete Footings: A Full Scale Test Program, ADSC The International Association of Foundation Drilling, Dallas, 2005.Search in Google Scholar

[10] SCARBOROUGH J.A., NEWMAN F.B., Compressive Strength Testing of Micropile Grout, ADSC The International Association of Foundation Drilling, Dallas, 2004.Search in Google Scholar

[11] BRUCE D.A., JURAN I., Drilled and Grouted Micropiles: State-of-Practice Review, ADSC The International Association of Foundation Drilling, Dallas, 1997.Search in Google Scholar

[12] WEINSTEN G.N., Long-Term Behavior of Micropiles Subject to Cyclic Axial Loading, ADSC The International Association of Foundation Drilling, Dallas, 2008.Search in Google Scholar

[13] ARMOUR T.A., GRONECK P., KEELEY J.N., Micropile Design and Construction Guidelines Implementation Manual, ADSC The International Association of Foundation Drilling, Dallas, 2000.Search in Google Scholar

[14] SABATINI P.J., TANYU B., ARMOUR T.A., Micropile Design and Construction Guidelines Reference Manual, ADSC The International Association of Foundation Drilling, Dallas, 2005.Search in Google Scholar

[15] BRUCE D., RICHARDS JR. T. D., ARMOUR T., Micropile Guide Specification, ADSC The International Association of Foundation Drilling, Dallas, 2003.Search in Google Scholar

[16] RODRIGUEZ-MAREK A., MUHUNTHAN B., Seismic Behavior of Micropiles, ADSC The International Association of Foundation Drilling, Dallas, 2005.Search in Google Scholar

[17] MASSOUDI N., Some Observations on Micropile Inspection and Testing, ADSC The International Association of Foundation Drilling, Dallas, 2005.Search in Google Scholar

[18] CADDEN A.W., BRUCE D.A., BEAN J.J., The Field Inspection and Documentation of Micropile Works, ADSC The International Association of Foundation Drilling, Dallas, 2005.Search in Google Scholar

[19] SHEFFFIELD P., LI XIAN-XING, RAMIREZ D., Micropile bearing plates: are they necessary? 7th International Workshop on Micropiles, Schrobenhausen, Germany, May 3-7.Search in Google Scholar

[20] VELUDO J., JÚLIO E.N.B.S., PINTO P.L, Bond strength of micropile (grout) concrete interfaces in RC footings strengthened with micropiles, 9th International Workshop on Micropiles, London, United Kingdom, May 10-13.Search in Google Scholar

[21] MARQUES D., VELUDO J., SANTOS P., The influence of hole surface treatment and confinement level in the connection capacity between RC footings and strengthening micropiles, International Workshop on Micropiles.Search in Google Scholar

[22] VELUDO J., JÚLIO E.N.B.S., DIAS-DA-COSTA D., Compressive strength of micropile-to-grout connections, Construction and Building Materials, 2012, 26, 172-179.10.1016/j.conbuildmat.2011.06.007Search in Google Scholar

[23] VELUDO J., DIAS-DA-COSTA D., JÚLIO E.N.B.S., PINTO P.L., Bond strength of textured micropiles grouted to concrete footings, Engineering Structures, 2012, 35, 288-295.10.1016/j.engstruct.2011.11.012Search in Google Scholar

[24] GÓMEZ J., CADDEN A.W., TRAYLOR R.P., BRUCE D.A., Connection capacity between micropiles and existing footingsbond strength to concrete, [in:] D.A. Bruce, A.W. Cadden (eds.), Geo3 GEO Construction Quality Assurance/Quality Control Conference Proceedings, TX: Dallas/Ft. Worth, 2005, 196-216.Search in Google Scholar

Polecane artykuły z Trend MD

Zaplanuj zdalną konferencję ze Sciendo