Pile foundations of buildings on a base with layers of limestone
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Abstract
Positive experience of arranging high-rise buildings with underground parking lots in soil conditions that have a layer of limestone in the zone of their interaction with pile foundations is presented.
It was found that the engineering and geological conditions of Odesa should be classified as complex, in particular due to the presence of weak loess soils in the upper part of the section, and limestone layers in its lower part. In the middle part of the section there is a layer consisting of heavy loams and clays. More compressible sandy loams and meiotic clays serve as the base of the limestones. The insignificant thickness of the middle layer makes it necessary to transfer the load from the buildings with piles to the limestone. With their insignificant thickness, the presence of cracks and outcrops, it becomes possible to develop an excessive tilt of the building as a result of uneven (one-sided) pressing of limestone, which has the nature of a cemented rock.
It has been proven that to create a reliable pile foundation, it is important not only to hydraulically tamponade the excavations, but also to consolidate the massif in the area of their location by high-pressure injection of soil-cement solution using cuff columns, as well as to correctly assess the mechanical characteristics of limestone and, first of all, its strength parameters.
The conditions for the construction of buildings with a high number of floors on prismatic piles are substantiated. The results of monitoring their subsidence during construction and operation are presented.
The experience of 3D modeling by the method of finite elements (FEM) of joint work of the pile-slab foundation of buildings with a base containing layers of limestone and layers of more compressible clay soils in the zone of underground workings is presented.
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References
Mitinskiy, V., Novskiy. O., & Novskiy. V. (2018). Experience of using Odessa region limestones as foundation base. Academic Journal Series Industrial Machine Building Civil Engineering. 2(51), 85-90. doi: 10.26906/znp.2018.51.1297
Основи та фундаменти споруд. Основні положення: ДБНВ.2.1–10:2018. (2018) [Чинний від 2019.01.01]. К.: Мінрегіон України.
Dweirj, M., Fraige, F., Alnawafleh, H., & Titi, A. (2017). Geotechnical Characteriza-tion of Jordanian Lime-stone. Geomaterials, 7, 1-12. doi: 10.4236/gm.2017.71001
Mitinskiy, V., Chepelev, V., Vynnykov, Yu., Lartseva, I., & Aniskin, A. (2018). Overall stabilization of underground workings in limestone-shells Academic Journal. Series: Industrial Machine Building, Civil Engineer-ing, 2 (51)′, 79-84. doi: 10.26906/znp.2018.51.1296
Gem ail, K.S., Shebl, S., Attwa, M., Soli-man, S.A., Azab, A., & Farag, M.H. (2020). Geotechnical assessment of fractured lime-stone bedrock using DC resistivity method: a case study at New Minia City, Egypt. NRIAG Journal of Astronomy and Geophysics, 9, 1, 272-279. doi: 0.1080/20909977.2020.1734999
Зоценко, М.Л., & Винников, Ю.Л. (2019). Фундаменти, що споруджуються без ви-ймання ґрунту: Монографія. Полтава: ПолтНТУ імені Юрія Кондратюка.
Cheng, Y.M, Law, C.W, & Liu, L (2021) Analysis, Design and Construction of Foundations. London: CRC Press, 610. doi: 10.1201/9780429293450
Alshenawy, A., Hamid, W., & Alnuaim, A. (2018). Skin friction behavior of pile fully embedded in limestone. Arabian Journal of Geosciences, 11(2). doi: 10.1007/s12517-018-3386-9
McCullough, N.J., & Dorang, C. (2013). Foundation Design in Weathered Limestone - Where Will the Piles End? Ports: Success through Diversification. doi: 10.1061/9780784413067.132
Richard, C., Stone, Jr., Farhangi, V., Farhangi, V., Fatahi, B., & Karakouzian, M. (2023). A novel short pile foundation system bonded to highly cemented layers for settle-ment control. Canadian Geotechnical Jour-nal, 60. doi: 0.1139/cgj-2020-0710
Sharudin, E.S., Mohd yunus, N.Z., Mar-to, A., & Hezmi, M.A. (2016). Rock bearing resistance of bored piles socketed into rock. Jurnal Teknologi, 78(8), 45-51. doi: 10.11113/jt.v78.9638
Reul, O., & Ripper, P. (2005). Founda-tion of a tall building in cavernous limestone. Proc. of the 16th Intern. Conf. on Soil Me-chanics and Geotechnical Engineering (Osaka). Millpress Science Publishers/IOS Press. doi: 10.3233/978-1-61499-656-9-1555
Митинський, В.М., Черкез, Е.А., Пронін, К.К., & Чепелев, В.Т. (2015). Бу-дівництво на майданчику за умов наявно-сті підземних виробок (катакомб). Основи та фундаменти: Міжвід. наук.-техн. збі-рник, 37, 218-227.
Митинський, В.М. (2016). Цементація зон розущільнення грунтів з використан-ням манжетних колон. Будівельні конс-трукції: Міжвід. наук.-техн. збірник, 83, Кн. 2, 657-663.
Mitinskiy, V., Novskiy, O., & Novskiy, V. (2018). Experience of using Odessa region limestones as foundation base. Academic Journal Series Industrial Machine Building Civil Engineering. 2(51), 85-90. doi:10.26906/znp.2018.51.1297
Osnovy ta fundamenty sporud. Osnovni polozhennia: DBNV.2.1–10:2018. (2018) – [Chynnyi vid 2019.01.01]. – K.: Minrehion Ukrainy, 36 (in Ukrainian).
Dweirj, M., Fraige, F., Alnawafleh, H., & Titi, A. (2017). Geotechnical Characteriza-tion of Jordanian Lime-stone. Geomaterials, 7, 1-12. doi: 10.4236/gm.2017.71001
Mitinskiy, V., Chepelev, V., Vynnykov, Yu., Lartseva, I., & Aniskin, A. (2018). Overall stabilization of underground workings in limestone-shells Academic Journal. Series: Industrial Machine Building, Civil Engineer-ing, 2 (51)′, 79-84. doi: 10.26906/znp.2018.51.1296
Gem ail, K.S., Shebl, S., Attwa, M., Soli-man, S.A., Azab, A., & Farag, M.H. (2020). Geotechnical assessment of fractured lime-stone bedrock using DC resistivity method: a case study at New Minia City, Egypt. NRIAG Journal of Astronomy and Geophysics, 9, 1, 272-279. doi: 0.1080/20909977.2020.1734999
Zotsenko, M.L., & Vynnykov, Yu. (2019). Fundamenty, shcho sporudzhuyutʹsya bez vyymannya gruntu: Monohrafiya. Poltava: PoltNTU imeni Yuriya Kondratyuka, 346 s. (in Ukrainian).
Cheng, Y.M, Law, C.W, & Liu, L (2021) Analysis, Design and Construction of Foundations. London: CRC Press, 610. doi: 10.1201/9780429293450
Alshenawy, A., Hamid, W., & Alnuaim, A. (2018). Skin friction behavior of pile fully embedded in limestone. Arabian Journal of Geosciences, 11(2). doi: 10.1007/s12517-018-3386-9
McCullough, N.J., & Dorang, C. (2013). Foundation Design in Weathered Limestone - Where Will the Piles End? Ports: Success through Diversification. doi: 10.1061/9780784413067.132
Richard, C., Stone, Jr., Farhangi, V., Farhangi, V., Fatahi, B., & Karakouzian, M. (2023). A novel short pile foundation system bonded to highly cemented layers for settle-ment control. Canadian Geotechnical Jour-nal, 60. doi: 0.1139/cgj-2020-0710
Sharudin, E.S., Mohd yunus, N.Z., Mar-to, A., & Hezmi, M.A. (2016). Rock bearing resistance of bored piles socketed into rock. Jurnal Teknologi, 78(8), 45-51. doi: 10.11113/jt.v78.9638
Reul, O., & Ripper, P. (2005). Founda-tion of a tall building in cavernous limestone. Proc. of the 16th Intern. Conf. on Soil Me-chanics and Geotechnical Engineering (Osaka). Millpress Science Publishers/IOS Press. doi: 10.3233/978-1-61499-656-9-1555
Mitinsky, V.M., Cherkez, E.A., Pro-nin, K.K., & Chepelyev, V.T. (2018). Budivnytstvo na maydanchyku za uslov na-yavnosti pidzemnykh vyrabok (katakomb). Mizhvid. nauk.-tekhn. zbirnyk KNUBA “Os-novy ta fundamenty”, 37, 218-227. (in Ukrainian).
Mitinsky, V.M. (2016). Tsementatsiya zon rozushchilʹnennya hruntiv z vykorystannyam manzhetnykh kolon. Mizhvid. nauk.-tekhn. zbirnyk “Budivelʹni konstruktsiyi”, 83, 2, 657-663. (in Ukrainian).